INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 6,979,956.58 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,992,000.00 100.1725% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 7,612,121.31 109.0569% 4 35-1878024 RAGLE, INC. $ 7,889,864.25 113.0360% 5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 8,519,071.20 122.0505% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 9,389,000.00 134.5137% ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1917625 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 35000.00000 35000.00| 35000.00000 35000.00| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 30.000 MOS | 1652.00000 49560.00| 1750.00000 52500.00| 1900.00000 57000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 348391.00000 348391.00| 330000.00000 330000.00| 380000.00000 380000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 161056.00000 161056.00| 42000.00000 42000.00| 45000.00000 45000.00 CLEARING RIGHT OF WAY | | | 0008 202-02241 211.000 m | 10.25000 2162.75| 10.55000 2226.05| 10.50000 2215.50 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 269212.00000 269212.00| 266000.00000 266000.00| 320000.00000 320000.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02020 160177.000 m3 | 7.20000 1153274.40| 7.10000 1137256.70| 7.50000 1201327.50 EXCAVATION, UNCLASSIFIED | | | 0011 203-51223 5578.000 m3 | 10.17000 56728.26| 10.25000 57174.50| 11.00000 61358.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1917625 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 204-02290 3.000 EACH | 2200.00000 6600.00| 2100.00000 6300.00| 2300.00000 6900.00 SETTLEMENT PLATE | | | 0013 205-03371 121.000 m3 | 9.35000 1131.35| 9.00000 1089.00| 10.00000 1210.00 SEDIMENT REMOVE | | | 0014 205-04931 4.000 EACH | 280.00000 1120.00| 650.00000 2600.00| 300.00000 1200.00 SEDIMENT TRAP | | | 0015 205-06931 496.000 Mg | 32.75000 16244.00| 33.75000 16740.00| 33.00000 16368.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 10.000 EACH | 97.50000 975.00| 70.00000 700.00| 100.00000 1000.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 220.000 m | 8.50000 1870.00| 8.25000 1815.00| 9.00000 1980.00 TEMPORARY SILT FENCE | | | 0018 205-06938 85.900 m | 41.00000 3521.90| 42.00000 3607.80| 42.00000 3607.80 TEMPORARY SLOPE DRAIN | | | 0019 207-08262 14756.000 m2 | 4.10000 60499.60| 4.25000 62713.00| 5.00000 73780.00 SUBGRADE TREATMENT, TYPE I | | | 0020 207-08267 827.000 m2 | 7.65000 6326.55| 8.00000 6616.00| 8.00000 6616.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-06467 87.400 m3 | 70.51000 6162.57| 60.00000 5244.00| 65.00000 5681.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 211-07454 25.000 m3 | 59.50000 1487.50| 75.00000 1875.00| 60.00000 1500.00 STRUCTURE BACKFILL | | | 0023 211-07454 5.720 m3 | 78.80000 450.74| 40.00000 228.80| 100.00000 572.00 STRUCTURE BACKFILL FOR UNDERDRAINS | | | 0024 301-07448 6300.000 Mg | 15.30000 96390.00| 17.75000 111825.00| 18.00000 113400.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 30.200 m3 | 72.14000 2178.63| 100.00000 3020.00| 100.00000 3020.00 DENSE GRADED SUBBASE | | | 0026 306-08036 364.000 m2 | 5.42000 1972.88| 8.00000 2912.00| 9.00000 3276.00 MILLING, ASPHALT, 50 mm | | | 0027 306-08038 220.000 m2 | 6.35000 1397.00| 9.00000 1980.00| 9.00000 1980.00 MILLING, ASPHALT, 100 mm | | | 0028 306-08043 216.000 m2 | 5.20000 1123.20| 9.00000 1944.00| 9.00000 1944.00 MILLING, TRANSITION | | | 0029 401-06264 LUMP | 3000.00000 3000.00| 3200.00000 3200.00| 2100.00000 2100.00 PROFILOGRAPH, HMA | | | 0030 401-07320 592.600 Mg | 67.70000 40119.02| 63.00000 37333.80| 64.00000 37926.40 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0031 401-07322 701.000 Mg | 65.25000 45740.25| 61.00000 42761.00| 62.00000 43462.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1917625 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 401-07392 1230.000 Mg | 52.00000 63960.00| 57.50000 70725.00| 59.00000 72570.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0033 401-07406 1773.000 Mg | 51.25000 90866.25| 52.50000 93082.50| 54.00000 95742.00 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0034 401-07424 2524.000 Mg | 50.65000 127840.60| 52.75000 133141.00| 54.00000 136296.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0035 401-07429 964.800 Mg | 54.50000 52581.60| 55.75000 53787.60| 57.00000 54993.60 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0036 404-05511 6566.000 m2 | 1.40000 9192.40| 1.30000 8535.80| 1.35000 8864.10 SEAL COAT, 2 | | | 0038 406-05520 12.500 Mg | 300.00000 3750.00| 200.00000 2500.00| 225.00000 2812.50 ASPHALT FOR TACK COAT | | | 0039 601-01522 4.000 EACH | 1725.00000 6900.00| 1775.00000 7100.00| 1750.00000 7000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-94689 4.000 EACH | 2125.00000 8500.00| 2640.00000 10560.00| 2150.00000 8600.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99105 127.675 m | 42.00000 5362.35| 43.00000 5490.03| 43.00000 5490.03 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0042 602-06729 74.000 EACH | 5.95000 440.30| 12.40000 917.60| 8.50000 629.00 BARRIER DELINEATOR | | | 0043 609-06259 177.800 m2 | 75.97000 13507.47| 90.00000 16002.00| 80.00000 14224.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0044 610-07486 880.600 Mg | 77.00000 67806.20| 91.00000 80134.60| 90.00000 79254.00 HMA FOR APPROACHES, TYPE A | | | 0045 611-05330 59.000 m2 | 74.11000 4372.49| 69.00000 4071.00| 65.00000 3835.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 611-06497 2.000 EACH | 170.00000 340.00| 175.00000 350.00| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE | | | 0047 611-08232 1.000 EACH | 170.00000 170.00| 175.00000 175.00| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0048 615-06490 31.000 EACH | 114.00000 3534.00| 117.00000 3627.00| 125.00000 3875.00 RIGHT OF WAY MARKER | | | 0049 615-06505 13.000 EACH | 445.00000 5785.00| 458.00000 5954.00| 450.00000 5850.00 MONUMENT, B | | | 0050 615-06510 1.000 EACH | 400.00000 400.00| 415.00000 415.00| 425.00000 425.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1917625 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 616-02320 6374.000 m2 | 2.50000 15935.00| 4.00000 25496.00| 2.50000 15935.00 GEOTEXTILES | | | 0052 616-05689 49.000 Mg | 33.50000 1641.50| 35.50000 1739.50| 34.00000 1666.00 RIPRAP, CLASS 2 | | | 0053 616-06405 4526.200 Mg | 24.25000 109760.35| 24.75000 112023.45| 24.50000 110891.90 RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 500.00000 1000.00| 515.00000 1030.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-06545 4.200 Mg | 360.00000 1512.00| 370.00000 1554.00| 375.00000 1575.00 FERTILIZER | | | 0056 621-06553 870.000 kg | 6.10000 5307.00| 6.30000 5481.00| 6.25000 5437.50 SEED MIXTURE, R | | | 0057 621-06557 17.000 kg | 4.00000 68.00| 4.15000 70.55| 4.25000 72.25 SEED MIXTURE, T | | | 0058 621-06560 1606.000 m2 | 0.62000 995.72| 0.65000 1043.90| 0.65000 1043.90 MULCHED SEEDING, U | | | 0059 621-06565 22.000 Mg | 330.00000 7260.00| 340.00000 7480.00| 335.00000 7370.00 MULCHING MATERIAL | | | 0060 621-06567 28.000 kL | 5.00000 140.00| 5.15000 144.20| 5.00000 140.00 WATER | | | 0061 621-06574 971.000 m2 | 3.00000 2913.00| 3.15000 3058.65| 3.25000 3155.75 SODDING | | | 0062 621-06575 583.000 m2 | 3.00000 1749.00| 3.15000 1836.45| 3.25000 1894.75 SODDING, NURSERY | | | 0063 621-07618 2244.000 m2 | 9.82000 22036.08| 10.50000 23562.00| 10.00000 22440.00 COMPOST SOIL BLANKET | | | 0064 622-52436 4.000 EACH | 28.00000 112.00| 28.85000 115.40| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0065 622-91786 180.000 EACH | 6.00000 1080.00| 6.20000 1116.00| 6.50000 1170.00 SEEDLING | | | 0066 701-05779 LUMP | 45000.00000 45000.00| 50000.00000 50000.00| 50000.00000 50000.00 FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT | | | 0067 701-05780 662.200 m3 | 1052.00000 696634.40| 1000.00000 662200.00| 1000.00000 662200.00 DRILLED SHAFT CONCRETE | | | 0068 701-05781 600.400 m3 | 450.00000 270180.00| 375.00000 225150.00| 310.00000 186124.00 UNCLASSIFIED SHAFT EXCAVATION | | | 0069 701-05782 36.000 m3 | 542.00000 19512.00| 562.00000 20232.00| 500.00000 18000.00 UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1917625 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 701-05783 24.000 h | 650.00000 15600.00| 700.00000 16800.00| 625.00000 15000.00 OBSTRUCTIONS | | | 0071 701-05787 LUMP | 21818.00000 21818.00| 30000.00000 30000.00| 15000.00000 15000.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0072 701-91792 30.000 EACH | 90.00000 2700.00| 115.00000 3450.00| 175.00000 5250.00 PILE TIP, STEEL H | | | 0073 701-95780 733.700 m | 183.55000 134670.64| 150.00000 110055.00| 200.00000 146740.00 PILE, STEEL H, HP 310 X 110 | | | 0074 702-51005 697.200 m3 | 455.47000 317553.68| 700.00000 488040.00| 800.00000 557760.00 CONCRETE, A, SUBSTRUCTURE | | | 0075 702-51100 335.000 kg | 10.68000 3577.80| 10.00000 3350.00| 15.00000 5025.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0076 702-51110 877.000 kg | 5.01000 4393.77| 5.00000 4385.00| 7.00000 6139.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0077 703-51030 75494.000 kg | 1.83000 138154.02| 1.80000 135889.20| 1.85000 139663.90 REINFORCING STEEL | | | 0078 703-51032 165722.000 kg | 1.99000 329786.78| 1.90000 314871.80| 2.00000 331444.00 REINFORCING STEEL, EPOXY COATED | | | 0079 703-96512 756.000 EACH | 38.85000 29370.60| 70.00000 52920.00| 35.00000 26460.00 BAR SPLICE | | | 0080 704-51002 840.000 m3 | 606.77000 509686.80| 600.00000 504000.00| 600.00000 504000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0081 706-05732 4.000 EACH | 1126.49000 4505.96| 1800.00000 7200.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0082 706-51020 103.700 m3 | 311.00000 32250.70| 400.00000 41480.00| 800.00000 82960.00 CONCRETE, C, RAILING | | | 0083 707-05991 1058.000 m | 1096.00000 1159568.00| 1100.00000 1163800.00| 1400.00000 1481200.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 2134 mm X 1220 mm | | | 0084 709-51821 LUMP | 17831.00000 17831.00| 18000.00000 18000.00| 21000.00000 21000.00 SURFACE SEAL | | | 0085 715-05048 810.000 m | 17.65000 14296.50| 10.80000 8748.00| 25.00000 20250.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0086 715-05053 65.400 m | 58.69000 3838.33| 37.15000 2429.61| 125.00000 8175.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0087 715-05123 24.500 m | 133.00000 3258.50| 132.00000 3234.00| 140.00000 3430.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0088 715-05151 160.000 m | 107.00000 17120.00| 110.00000 17600.00| 110.00000 17600.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1917625 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 715-05154 202.000 m | 165.00000 33330.00| 170.00000 34340.00| 175.00000 35350.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0090 715-05171 26.500 m | 94.50000 2504.25| 97.30000 2578.45| 100.00000 2650.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0091 715-05173 58.700 m | 132.00000 7748.40| 136.00000 7983.20| 140.00000 8218.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0092 715-05407 56.200 m | 35.00000 1967.00| 40.00000 2248.00| 60.00000 3372.00 PIPE, END BENT DRAIN, 150 mm | | | 0093 715-46005 2.000 EACH | 233.00000 466.00| 240.00000 480.00| 350.00000 700.00 PIPE END SECTION, 375 mm | | | 0094 715-46010 2.000 EACH | 250.00000 500.00| 325.00000 650.00| 375.00000 750.00 PIPE END SECTION, 450 mm | | | 0095 715-46020 8.000 EACH | 365.00000 2920.00| 375.00000 3000.00| 400.00000 3200.00 PIPE END SECTION, 600 mm | | | 0096 718-06529 8.000 EACH | 560.00000 4480.00| 565.00000 4520.00| 1250.00000 10000.00 OUTLET PROTECTOR, 2 | | | 0097 718-06532 810.000 m | 5.00000 4050.00| 4.25000 3442.50| 3.25000 2632.50 VIDEO INSPECTION FOR UNDERDRAINS | | | 0098 718-52610 173.100 m3 | 44.00000 7616.40| 40.50000 7010.55| 75.00000 12982.50 AGGREGATE FOR UNDERDRAINS | | | 0099 718-99153 1515.000 m2 | 2.50000 3787.50| 1.80000 2727.00| 2.75000 4166.25 GEOTEXTILES FOR UNDERDRAIN | | | 0100 720-45075 10.000 EACH | 1480.00000 14800.00| 1465.00000 14650.00| 1500.00000 15000.00 INLET, R13 | | | 0101 724-51925 29.000 m | 336.00000 9744.00| 350.00000 10150.00| 450.00000 13050.00 STRUCTURAL EXPANSION JOINT, SS | | | 0102 726-97941 10.000 EACH | 1531.00000 15310.00| 1200.00000 12000.00| 2000.00000 20000.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0103 801-04308 2.000 EACH | 595.00000 1190.00| 565.00000 1130.00| 600.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0104 801-06203 960.000 m | 0.92000 883.20| 2.45000 2352.00| 2.50000 2400.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0105 801-06207 250.000 m | 3.25000 812.50| 3.85000 962.50| 4.00000 1000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0106 801-06640 22.000 EACH | 185.00000 4070.00| 290.00000 6380.00| 300.00000 6600.00 CONSTRUCTION SIGN, A | | | 0107 801-06645 4.000 EACH | 50.00000 200.00| 46.00000 184.00| 45.00000 180.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1917625 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 801-06775 LUMP | 24000.00000 24000.00| 38814.41000 38814.41| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0109 801-07119 29.000 m | 82.50000 2392.50| 65.00000 1885.00| 65.00000 1885.00 BARRICADE, III-B | | | 0110 802-05701 5.000 m | 38.57000 192.85| 41.00000 205.00| 42.00000 210.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-05702 78.000 m | 33.00000 2574.00| 34.00000 2652.00| 35.00000 2730.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0112 802-07060 10.000 EACH | 85.00000 850.00| 88.00000 880.00| 90.00000 900.00 SIGN, SHEET, RELOCATE | | | 0113 802-76025 8.000 m2 | 225.00000 1800.00| 232.00000 1856.00| 250.00000 2000.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0114 808-03631 452.000 m | 7.15000 3231.80| 6.95000 3141.40| 7.00000 3164.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0115 808-03632 226.000 m | 7.15000 1615.90| 6.95000 1570.70| 7.00000 1582.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0116 808-04896 57.000 m | 7.15000 407.55| 6.95000 396.15| 7.00000 399.00 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0117 808-06703 2892.000 m | 1.18000 3412.56| 1.30000 3759.60| 1.35000 3904.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0118 808-06716 960.000 m | 2.00000 1920.00| 1.60000 1536.00| 1.65000 1584.00 LINE, REMOVE | | | 0119 808-75240 220.500 m | 1.18000 260.19| 1.30000 286.65| 1.35000 297.68 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0120 808-75245 1888.000 m | 1.18000 2227.84| 1.30000 2454.40| 1.35000 2548.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0121 808-75994 100.000 EACH | 5.00000 500.00| 6.00000 600.00| 6.00000 600.00 PRISMATIC REFLECTOR | | | 0122 808-75996 51.000 EACH | 38.25000 1950.75| 56.00000 2856.00| 20.00000 1020.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0123 808-75998 100.000 EACH | 45.20000 4520.00| 40.00000 4000.00| 40.00000 4000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0124 701-06011 1.000 EACH | 8160.00000 8160.00| 4000.00000 4000.00| 1500.00000 1500.00 DYNAMIC PILE LOAD TEST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1917625 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 701-06012 1.000 EACH | 1738.00000 1738.00| 1500.00000 1500.00| 1500.00000 1500.00 TEST PILE, RESTRIKE | | | SECTION TOTALS | $ 6,979,956.58| $ 6,992,000.00| $ 7,612,121.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,979,956.58| $ 6,992,000.00| $ 7,612,121.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 05-0558668 |( 6 ) 35-2040801 |RAGLE, INC. |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 65000.00000 65000.00| 65505.38000 65505.38| 300000.00000 300000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 30.000 MOS | 1400.00000 42000.00| 1403.97000 42119.10| 1800.00000 54000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 395000.00000 395000.00| 425952.82000 425952.82| 465000.00000 465000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 35000.00000 35000.00| 64500.00000 64500.00| 39000.00000 39000.00 CLEARING RIGHT OF WAY | | | 0008 202-02241 211.000 m | 10.00000 2110.00| 12.10000 2553.10| 7.50000 1582.50 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 300000.00000 300000.00| 250641.33000 250641.33| 960629.85000 960629.85 PRESENT STRUCTURE, REMOVE | | | 0010 203-02020 160177.000 m3 | 7.20000 1153274.40| 7.39000 1183708.03| 7.40000 1185309.80 EXCAVATION, UNCLASSIFIED | | | 0011 203-51223 5578.000 m3 | 8.00000 44624.00| 6.74000 37595.72| 13.50000 75303.00 EXCAVATION, WATERWAY | | | 0012 204-02290 3.000 EACH | 890.07000 2670.21| 975.00000 2925.00| 2200.00000 6600.00 SETTLEMENT PLATE | | | 0013 205-03371 121.000 m3 | 9.24000 1118.04| 27.80000 3363.80| 9.35000 1131.35 SEDIMENT REMOVE | | | 0014 205-04931 4.000 EACH | 626.90000 2507.60| 1545.00000 6180.00| 280.00000 1120.00 SEDIMENT TRAP | | | 0015 205-06931 496.000 Mg | 48.13000 23872.48| 26.00000 12896.00| 32.75000 16244.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 10.000 EACH | 95.00000 950.00| 112.14000 1121.40| 95.00000 950.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 220.000 m | 5.00000 1100.00| 5.90000 1298.00| 10.00000 2200.00 TEMPORARY SILT FENCE | | | 0018 205-06938 85.900 m | 41.36000 3552.82| 47.00000 4037.30| 41.00000 3521.90 TEMPORARY SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 05-0558668 |( 6 ) 35-2040801 |RAGLE, INC. |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08262 14756.000 m2 | 6.50000 95914.00| 7.12000 105062.72| 4.10000 60499.60 SUBGRADE TREATMENT, TYPE I | | | 0020 207-08267 827.000 m2 | 6.00000 4962.00| 16.75000 13852.25| 7.65000 6326.55 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-06467 87.400 m3 | 45.00000 3933.00| 59.86000 5231.76| 70.00000 6118.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 211-07454 25.000 m3 | 26.25000 656.25| 43.80000 1095.00| 59.50000 1487.50 STRUCTURE BACKFILL | | | 0023 211-07454 5.720 m3 | 30.55000 174.75| 282.46000 1615.67| 70.00000 400.40 STRUCTURE BACKFILL FOR UNDERDRAINS | | | 0024 301-07448 6300.000 Mg | 16.00000 100800.00| 18.65000 117495.00| 19.60000 123480.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 30.200 m3 | 50.00000 1510.00| 75.18000 2270.44| 50.00000 1510.00 DENSE GRADED SUBBASE | | | 0026 306-08036 364.000 m2 | 8.00000 2912.00| 9.33000 3396.12| 10.00000 3640.00 MILLING, ASPHALT, 50 mm | | | 0027 306-08038 220.000 m2 | 10.00000 2200.00| 12.34000 2714.80| 10.00000 2200.00 MILLING, ASPHALT, 100 mm | | | 0028 306-08043 216.000 m2 | 8.00000 1728.00| 12.48000 2695.68| 12.00000 2592.00 MILLING, TRANSITION | | | 0029 401-06264 LUMP | 3200.00000 3200.00| 5311.73000 5311.73| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0030 401-07320 592.600 Mg | 63.00000 37333.80| 74.36000 44065.74| 66.00000 39111.60 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0031 401-07322 701.000 Mg | 61.00000 42761.00| 72.00000 50472.00| 72.00000 50472.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0032 401-07392 1230.000 Mg | 57.50000 70725.00| 67.87000 83480.10| 68.00000 83640.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0033 401-07406 1773.000 Mg | 52.50000 93082.50| 61.97000 109872.81| 61.00000 108153.00 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0034 401-07424 2524.000 Mg | 52.75000 133141.00| 62.26000 157144.24| 61.00000 153964.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0035 401-07429 964.800 Mg | 55.75000 53787.60| 65.81000 63493.49| 60.00000 57888.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0036 404-05511 6566.000 m2 | 1.25000 8207.50| 1.48000 9717.68| 1.80000 11818.80 SEAL COAT, 2 | | | 0038 406-05520 12.500 Mg | 200.00000 2500.00| 236.08000 2951.00| 220.00000 2750.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 05-0558668 |( 6 ) 35-2040801 |RAGLE, INC. |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 601-01522 4.000 EACH | 1725.00000 6900.00| 2036.16000 8144.64| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-94689 4.000 EACH | 2125.00000 8500.00| 2508.31000 10033.24| 2395.00000 9580.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99105 127.675 m | 42.00000 5362.35| 49.58000 6330.13| 57.30000 7315.78 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0042 602-06729 74.000 EACH | 6.00000 444.00| 8.26000 611.24| 5.95000 440.30 BARRIER DELINEATOR | | | 0043 609-06259 177.800 m2 | 65.00000 11557.00| 121.21000 21551.14| 85.00000 15113.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0044 610-07486 880.600 Mg | 85.00000 74851.00| 100.33000 88350.60| 74.00000 65164.40 HMA FOR APPROACHES, TYPE A | | | 0045 611-05330 59.000 m2 | 50.00000 2950.00| 72.02000 4249.18| 80.00000 4720.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 611-06497 2.000 EACH | 170.00000 340.00| 200.67000 401.34| 115.00000 230.00 MAILBOX ASSEMBLY, SINGLE | | | 0047 611-08232 1.000 EACH | 170.00000 170.00| 200.67000 200.67| 250.00000 250.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0048 615-06490 31.000 EACH | 114.00000 3534.00| 134.56000 4171.36| 95.00000 2945.00 RIGHT OF WAY MARKER | | | 0049 615-06505 13.000 EACH | 445.00000 5785.00| 525.27000 6828.51| 495.00000 6435.00 MONUMENT, B | | | 0050 615-06510 1.000 EACH | 400.00000 400.00| 472.15000 472.15| 395.00000 395.00 MONUMENT, C | | | 0051 616-02320 6374.000 m2 | 2.00000 12748.00| 2.35000 14978.90| 2.25000 14341.50 GEOTEXTILES | | | 0052 616-05689 49.000 Mg | 22.00000 1078.00| 34.10000 1670.90| 33.50000 1641.50 RIPRAP, CLASS 2 | | | 0053 616-06405 4526.200 Mg | 18.00000 81471.60| 21.43000 96996.47| 24.25000 109760.35 RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 500.00000 1000.00| 590.19000 1180.38| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-06545 4.200 Mg | 360.00000 1512.00| 424.94000 1784.75| 360.00000 1512.00 FERTILIZER | | | 0056 621-06553 870.000 kg | 6.10000 5307.00| 7.20000 6264.00| 6.10000 5307.00 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 05-0558668 |( 6 ) 35-2040801 |RAGLE, INC. |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-06557 17.000 kg | 4.00000 68.00| 4.72000 80.24| 4.00000 68.00 SEED MIXTURE, T | | | 0058 621-06560 1606.000 m2 | 0.62000 995.72| 0.73000 1172.38| 0.62000 995.72 MULCHED SEEDING, U | | | 0059 621-06565 22.000 Mg | 330.00000 7260.00| 389.53000 8569.66| 330.00000 7260.00 MULCHING MATERIAL | | | 0060 621-06567 28.000 kL | 5.00000 140.00| 5.90000 165.20| 5.00000 140.00 WATER | | | 0061 621-06574 971.000 m2 | 3.00000 2913.00| 3.54000 3437.34| 3.00000 2913.00 SODDING | | | 0062 621-06575 583.000 m2 | 3.00000 1749.00| 3.54000 2063.82| 3.00000 1749.00 SODDING, NURSERY | | | 0063 621-07618 2244.000 m2 | 9.82000 22036.08| 11.59000 26007.96| 9.82000 22036.08 COMPOST SOIL BLANKET | | | 0064 622-52436 4.000 EACH | 28.00000 112.00| 33.05000 132.20| 28.00000 112.00 SIGN, DO NOT MOW OR SPRAY | | | 0065 622-91786 180.000 EACH | 6.00000 1080.00| 7.08000 1274.40| 6.00000 1080.00 SEEDLING | | | 0066 701-05779 LUMP | 270000.00000 270000.00| 207902.72000 207902.72| 400000.00000 400000.00 FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT | | | 0067 701-05780 662.200 m3 | 1000.00000 662200.00| 1232.05000 815863.51| 1050.00000 695310.00 DRILLED SHAFT CONCRETE | | | 0068 701-05781 600.400 m3 | 700.00000 420280.00| 368.45000 221217.38| 340.00000 204136.00 UNCLASSIFIED SHAFT EXCAVATION | | | 0069 701-05782 36.000 m3 | 883.26000 31797.36| 552.04000 19873.44| 510.00000 18360.00 UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | 0070 701-05783 24.000 h | 650.00000 15600.00| 767.25000 18414.00| 650.00000 15600.00 OBSTRUCTIONS | | | 0071 701-05787 LUMP | 15000.00000 15000.00| 51662.83000 51662.83| 250000.00000 250000.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0072 701-91792 30.000 EACH | 250.00000 7500.00| 111.90000 3357.00| 115.00000 3450.00 PILE TIP, STEEL H | | | 0073 701-95780 733.700 m | 110.00000 80707.00| 100.94000 74059.68| 140.00000 102718.00 PILE, STEEL H, HP 310 X 110 | | | 0074 702-51005 697.200 m3 | 1275.00000 888930.00| 1210.65000 844065.18| 825.00000 575190.00 CONCRETE, A, SUBSTRUCTURE | | | 0075 702-51100 335.000 kg | 8.00000 2680.00| 10.44000 3497.40| 14.00000 4690.00 DRAIN PIPE, CAST IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 05-0558668 |( 6 ) 35-2040801 |RAGLE, INC. |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 702-51110 877.000 kg | 6.00000 5262.00| 5.23000 4586.71| 4.00000 3508.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0077 703-51030 75494.000 kg | 2.00000 150988.00| 2.14000 161557.16| 1.65000 124565.10 REINFORCING STEEL | | | 0078 703-51032 165722.000 kg | 1.80000 298299.60| 2.18000 361273.96| 1.76000 291670.72 REINFORCING STEEL, EPOXY COATED | | | 0079 703-96512 756.000 EACH | 75.00000 56700.00| 0.05000 37.80| 75.00000 56700.00 BAR SPLICE | | | 0080 704-51002 840.000 m3 | 550.00000 462000.00| 1210.65000 1016946.00| 650.00000 546000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0081 706-05732 4.000 EACH | 950.00000 3800.00| 245.20000 980.80| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0082 706-51020 103.700 m3 | 245.00000 25406.50| 347.78000 36064.79| 650.00000 67405.00 CONCRETE, C, RAILING | | | 0083 707-05991 1058.000 m | 1200.00000 1269600.00| 1106.58000 1170761.64| 1300.00000 1375400.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 2134 mm X 1220 mm | | | 0084 709-51821 LUMP | 18000.00000 18000.00| 21047.42000 21047.42| 18200.00000 18200.00 SURFACE SEAL | | | 0085 715-05048 810.000 m | 10.78000 8731.80| 27.78000 22501.80| 37.00000 29970.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0086 715-05053 65.400 m | 53.45000 3495.63| 47.05000 3077.07| 95.00000 6213.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0087 715-05123 24.500 m | 153.47000 3760.02| 134.00000 3283.00| 133.00000 3258.50 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0088 715-05151 160.000 m | 110.69000 17710.40| 166.00000 26560.00| 107.00000 17120.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0089 715-05154 202.000 m | 139.18000 28114.36| 196.00000 39592.00| 165.00000 33330.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0090 715-05171 26.500 m | 118.97000 3152.71| 83.75000 2219.38| 94.50000 2504.25 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0091 715-05173 58.700 m | 173.85000 10205.00| 140.50000 8247.35| 132.00000 7748.40 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0092 715-05407 56.200 m | 25.00000 1405.00| 23.76000 1335.31| 25.00000 1405.00 PIPE, END BENT DRAIN, 150 mm | | | 0093 715-46005 2.000 EACH | 603.86000 1207.72| 250.00000 500.00| 233.00000 466.00 PIPE END SECTION, 375 mm | | | 0094 715-46010 2.000 EACH | 641.74000 1283.48| 275.00000 550.00| 250.00000 500.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 05-0558668 |( 6 ) 35-2040801 |RAGLE, INC. |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 715-46020 8.000 EACH | 790.05000 6320.40| 400.00000 3200.00| 365.00000 2920.00 PIPE END SECTION, 600 mm | | | 0096 718-06529 8.000 EACH | 350.00000 2800.00| 459.30000 3674.40| 500.00000 4000.00 OUTLET PROTECTOR, 2 | | | 0097 718-06532 810.000 m | 3.00000 2430.00| 3.54000 2867.40| 3.00000 2430.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0098 718-52610 173.100 m3 | 86.19000 14919.49| 40.11000 6943.04| 70.00000 12117.00 AGGREGATE FOR UNDERDRAINS | | | 0099 718-99153 1515.000 m2 | 2.08000 3151.20| 1.79000 2711.85| 2.00000 3030.00 GEOTEXTILES FOR UNDERDRAIN | | | 0100 720-45075 10.000 EACH | 2002.05000 20020.50| 2005.00000 20050.00| 1480.00000 14800.00 INLET, R13 | | | 0101 724-51925 29.000 m | 350.00000 10150.00| 415.95000 12062.55| 290.00000 8410.00 STRUCTURAL EXPANSION JOINT, SS | | | 0102 726-97941 10.000 EACH | 1800.00000 18000.00| 1375.15000 13751.50| 2000.00000 20000.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0103 801-04308 2.000 EACH | 550.00000 1100.00| 649.21000 1298.42| 595.00000 1190.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0104 801-06203 960.000 m | 2.40000 2304.00| 2.83000 2716.80| 0.92000 883.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0105 801-06207 250.000 m | 3.75000 937.50| 4.43000 1107.50| 9.75000 2437.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0106 801-06640 22.000 EACH | 283.00000 6226.00| 334.05000 7349.10| 185.00000 4070.00 CONSTRUCTION SIGN, A | | | 0107 801-06645 4.000 EACH | 45.00000 180.00| 53.12000 212.48| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0108 801-06775 LUMP | 18000.00000 18000.00| 54091.07000 54091.07| 300000.00000 300000.00 MAINTAINING TRAFFIC | | | 0109 801-07119 29.000 m | 63.00000 1827.00| 74.36000 2156.44| 82.80000 2401.20 BARRICADE, III-B | | | 0110 802-05701 5.000 m | 40.00000 200.00| 47.22000 236.10| 38.57000 192.85 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-05702 78.000 m | 33.00000 2574.00| 38.95000 3038.10| 36.28000 2829.84 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0112 802-07060 10.000 EACH | 85.00000 850.00| 100.33000 1003.30| 195.00000 1950.00 SIGN, SHEET, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 531 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,539,090.09 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -27371-A COUNTIES : DUBOIS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 05-0558668 |( 6 ) 35-2040801 |RAGLE, INC. |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 802-76025 8.000 m2 | 225.00000 1800.00| 265.59000 2124.72| 135.64000 1085.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0114 808-03631 452.000 m | 6.75000 3051.00| 7.97000 3602.44| 7.15000 3231.80 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0115 808-03632 226.000 m | 6.75000 1525.50| 7.97000 1801.22| 7.15000 1615.90 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0116 808-04896 57.000 m | 6.75000 384.75| 7.97000 454.29| 7.15000 407.55 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0117 808-06703 2892.000 m | 1.25000 3615.00| 1.48000 4280.16| 1.18000 3412.56 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0118 808-06716 960.000 m | 1.55000 1488.00| 1.83000 1756.80| 2.00000 1920.00 LINE, REMOVE | | | 0119 808-75240 220.500 m | 1.25000 275.63| 1.48000 326.34| 1.18000 260.19 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0120 808-75245 1888.000 m | 1.25000 2360.00| 1.48000 2794.24| 1.18000 2227.84 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0121 808-75994 100.000 EACH | 5.00000 500.00| 5.90000 590.00| 5.00000 500.00 PRISMATIC REFLECTOR | | | 0122 808-75996 51.000 EACH | 8.00000 408.00| 59.02000 3010.02| 8.00000 408.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0123 808-75998 100.000 EACH | 38.25000 3825.00| 45.15000 4515.00| 40.00000 4000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0124 701-06011 1.000 EACH | 1500.00000 1500.00| 7704.26000 7704.26| 2000.00000 2000.00 DYNAMIC PILE LOAD TEST | | | 0125 701-06012 1.000 EACH | 750.00000 750.00| 3145.32000 3145.32| 900.00000 900.00 TEST PILE, RESTRIKE | | | SECTION TOTALS | $ 7,889,864.25| $ 8,519,071.20| $ 9,389,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,889,864.25| $ 8,519,071.20| $ 9,389,000.00 ====================================================================================================================================