INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 396 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,503.98 ROUTE : SR 67 CALL ORDER : 396 CONTRACT ID : B -24124-B COUNTIES : DELAWARE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0454009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,448,591.60 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,589,036.12 105.7357% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 | |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 8.000 MOS | 1800.00000 14400.00| 1500.00000 12000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 120000.00000 120000.00| 129000.00000 129000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 47000.00000 47000.00| 49500.00000 49500.00| CLEARING RIGHT OF WAY | | | 0005 202-01404 1000.000 L | 2.00000 2000.00| 2.75000 2750.00| LIQUIDS AND SLUDGE, REMOVE AND DISPOSE | | | 0006 202-01405 50.000 m3 | 110.00000 5500.00| 125.00000 6250.00| CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0007 202-02240 476.000 m2 | 15.00000 7140.00| 17.50000 8330.00| PAVEMENT, REMOVE | | | 0008 202-02241 312.400 m | 7.00000 2186.80| 7.50000 2343.00| GUARDRAIL, REMOVE | | | 0009 202-02278 236.400 m | 12.00000 2836.80| 16.50000 3900.60| CURB, CONCRETE, REMOVE | | | 0010 202-03494 2.000 EACH| 600.00000 1200.00| 2750.00000 5500.00| TESTING OR SAMPLING FOR HAZARDOUS | | | WASTES, HAZARDOUS SUBSTANCES, HAZARDOUS | | | MATERIALS, SPL. WASTES, OR ASBESTOS, A | | | 0011 202-03496 2.000 EACH| 900.00000 1800.00| 500.00000 1000.00| TESTING OR SAMPLING FOR HAZARDOUS | | | WASTES, HAZARDOUS SUBSTANCES, HAZARDOUS | | | MATERIALS, SPL. WASTES, OR ASBESTOS, C | | | 0012 202-51330 LUMP| 30000.00000 30000.00| 148000.00000 148000.00| PRESENT STRUCTURE, REMOVE | | | 0013 202-60820 9540.000 m2 | 2.00000 19080.00| 1.95000 18603.00| SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 396 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,503.98 ROUTE : SR 67 CALL ORDER : 396 CONTRACT ID : B -24124-B COUNTIES : DELAWARE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 | |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02000 6045.000 m3 | 16.50000 99742.50| 16.50000 99742.50| EXCAVATION, COMMON | | | 0015 203-02045 1625.000 m3 | 8.00000 13000.00| 11.50000 18687.50| EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 203-51223 1443.000 m3 | 10.00000 14430.00| 15.00000 21645.00| EXCAVATION, WATERWAY | | | 0017 205-03371 8.000 m3 | 85.00000 680.00| 35.00000 280.00| SEDIMENT REMOVE | | | 0018 205-06932 300.000 m | 15.00000 4500.00| 15.00000 4500.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06933 3.000 EACH| 65.00000 195.00| 66.00000 198.00| TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06936 20.000 Mg | 45.00000 900.00| 35.00000 700.00| TEMPORARY SEDIMENT TRAP | | | 0021 205-06937 558.000 m | 6.00000 3348.00| 6.50000 3627.00| TEMPORARY SILT FENCE | | | 0022 206-51215 80.000 m3 | 100.00000 8000.00| 140.00000 11200.00| EXCAVATION, X | | | 0023 206-51220 874.000 m3 | 100.00000 87400.00| 100.00000 87400.00| EXCAVATION, WET | | | 0024 211-02050 200.000 m3 | 28.00000 5600.00| 29.50000 5900.00| B BORROW | | | 0025 211-02060 934.000 m3 | 46.00000 42964.00| 29.50000 27553.00| B BORROW FOR STRUCTURE BACKFILL | | | 0026 211-06467 47.100 m3 | 100.00000 4710.00| 32.50000 1530.75| AGGREGATE FOR END BENT BACKFILL | | | 0027 303-52308 3170.000 Mg | 23.00000 72910.00| 21.75000 68947.50| COMPACTED AGGREGATE, O, 53 | | | 0028 402-05468 1558.000 Mg | 48.00000 74784.00| 48.00000 74784.00| HMA BASE 25.0 mm, MAINLINE | | | 0029 402-05470 280.000 Mg | 55.00000 15400.00| 55.00000 15400.00| HMA BASE C25.0 mm, MAINLINE | | | 0030 402-05474 1869.000 Mg | 47.00000 87843.00| 46.50000 86908.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0031 402-05477 849.000 Mg | 70.00000 59430.00| 68.00000 57732.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0032 402-05481 1109.000 Mg | 48.00000 53232.00| 48.00000 53232.00| HMA BASE 25.0 mm, SHOULDER | | | 0033 402-05483 347.000 Mg | 55.00000 19085.00| 55.00000 19085.00| HMA BASE C25.0 mm, SHOULDER | | | 0034 402-05487 212.000 Mg | 47.00000 9964.00| 47.00000 9964.00| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 396 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,503.98 ROUTE : SR 67 CALL ORDER : 396 CONTRACT ID : B -24124-B COUNTIES : DELAWARE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 | |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 402-05490 96.000 Mg | 82.00000 7872.00| 81.00000 7776.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0036 402-05495 2093.000 Mg | 46.00000 96278.00| 46.00000 96278.00| HMA WEDGE AND LEVEL | | | 0037 404-05511 2403.000 m2 | 3.25000 7809.75| 3.40000 8170.20| SEAL COAT, 2 | | | 0038 404-05514 121.000 m2 | 5.50000 665.50| 6.50000 786.50| SEAL COAT, 5 | | | 0039 405-05518 2770.000 m2 | 1.50000 4155.00| 1.60000 4432.00| ASPHALT FOR PRIME COAT | | | 0040 406-05521 34824.000 m2 | 0.10000 3482.40| 0.10000 3482.40| ASPHALT FOR TACK COAT | | | 0041 601-01522 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-94689 8.000 EACH| 2100.00000 16800.00| 2250.00000 18000.00| GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 253.400 m | 30.00000 7602.00| 31.00000 7855.40| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 602-06729 12.000 EACH| 9.00000 108.00| 9.00000 108.00| BARRIER DELINEATOR | | | 0045 605-06120 155.800 m | 60.00000 9348.00| 95.00000 14801.00| CURB, CONCRETE | | | 0046 605-06140 670.940 m | 80.00000 53675.20| 106.00000 71119.64| CURB AND GUTTER, CONCRETE | | | 0047 605-06145 24.000 m | 85.00000 2040.00| 110.00000 2640.00| CURB AND GUTTER, B, CONCRETE | | | 0048 607-06375 22.000 m | 140.00000 3080.00| 150.00000 3300.00| PAVED SIDE DITCH, J | | | 0049 610-05527 1648.000 Mg | 65.00000 107120.00| 62.50000 103000.00| HMA FOR APPROACHES | | | 0050 610-06257 426.500 m2 | 65.00000 27722.50| 67.00000 28575.50| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0051 611-05330 772.000 m2 | 60.00000 46320.00| 57.50000 44390.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0052 611-06497 4.000 EACH| 185.00000 740.00| 185.00000 740.00| MAILBOX ASSEMBLY, SINGLE | | | 0053 611-06498 1.000 EACH| 225.00000 225.00| 215.00000 215.00| MAILBOX ASSEMBLY, DOUBLE | | | 0054 615-06490 38.000 EACH| 110.00000 4180.00| 110.00000 4180.00| RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 396 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,503.98 ROUTE : SR 67 CALL ORDER : 396 CONTRACT ID : B -24124-B COUNTIES : DELAWARE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 | |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 615-06500 9.000 EACH| 425.00000 3825.00| 425.00000 3825.00| MONUMENT, A | | | 0056 615-06505 1.000 EACH| 435.00000 435.00| 435.00000 435.00| MONUMENT, B | | | 0057 615-06510 1.000 EACH| 400.00000 400.00| 405.00000 405.00| MONUMENT, C | | | 0058 616-02320 2272.000 m2 | 2.50000 5680.00| 3.10000 7043.20| GEOTEXTILES | | | 0059 616-06405 1293.000 Mg | 28.00000 36204.00| 28.50000 36850.50| RIPRAP, REVETMENT | | | 0060 616-06451 365.000 Mg | 28.00000 10220.00| 28.50000 10402.50| RIPRAP, UNIFORM | | | 0061 621-01004 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-01597 300.000 m2 | 2.50000 750.00| 2.60000 780.00| EROSION CONTROL, MAT | | | 0063 621-02363 15500.000 m2 | 0.35000 5425.00| 0.40000 6200.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0064 621-06545 0.600 Mg | 1200.00000 720.00| 1100.00000 660.00| FERTILIZER | | | 0065 621-06548 3.000 kg | 52.00000 156.00| 55.00000 165.00| SEED MIXTURE, CV | | | 0066 621-06554 80.500 kg | 11.50000 925.75| 11.50000 925.75| SEED MIXTURE, U | | | 0067 621-06565 3.000 Mg | 825.00000 2475.00| 850.00000 2550.00| MULCHING MATERIAL | | | 0068 621-06567 143.000 kL | 0.60000 85.80| 1.00000 143.00| WATER | | | 0069 621-06574 945.000 m2 | 3.25000 3071.25| 3.50000 3307.50| SODDING | | | 0070 621-06575 6978.000 m2 | 3.25000 22678.50| 3.50000 24423.00| SODDING, NURSERY | | | 0071 622-91786 150.000 EACH| 10.00000 1500.00| 10.00000 1500.00| SEEDLING | | | 0072 701-51195 117.900 m | 140.00000 16506.00| 100.00000 11790.00| PILE, STEEL H, HP 310 X 79 | | | 0073 701-91792 18.000 EACH| 125.00000 2250.00| 120.00000 2160.00| PILE TIP, STEEL H | | | 0074 702-51005 191.300 m3 | 500.00000 95650.00| 540.00000 103302.00| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 396 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,503.98 ROUTE : SR 67 CALL ORDER : 396 CONTRACT ID : B -24124-B COUNTIES : DELAWARE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 | |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 702-51015 80.300 m3 | 350.00000 28105.00| 500.00000 40150.00| CONCRETE, B, FOOTINGS | | | 0076 702-51100 112.000 kg | 11.00000 1232.00| 8.50000 952.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0077 702-51110 882.000 kg | 5.50000 4851.00| 6.50000 5733.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0078 702-90915 7.000 m3 | 500.00000 3500.00| 550.00000 3850.00| CONCRETE, A | | | 0079 703-51030 23296.000 kg | 1.30000 30284.80| 1.35000 31449.60| REINFORCING STEEL | | | 0080 703-51032 32080.000 kg | 1.50000 48120.00| 1.55000 49724.00| REINFORCING STEEL, EPOXY COATED | | | 0081 704-51002 218.300 m3 | 600.00000 130980.00| 575.00000 125522.50| CONCRETE, C, SUPERSTRUCTURE | | | 0082 706-05732 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0083 706-51020 14.800 m3 | 650.00000 9620.00| 550.00000 8140.00| CONCRETE, C, RAILING | | | 0084 707-05982 272.700 m | 260.00000 70902.00| 285.00000 77719.50| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0085 709-51821 LUMP| 4000.00000 4000.00| 6750.00000 6750.00| SURFACE SEAL | | | 0086 713-51335 LUMP| 215000.00000 215000.00| 185000.00000 185000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0087 714-04875 7.200 m | 800.00000 5760.00| 1000.00000 7200.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, | | | 0088 715-01429 23.000 m | 165.00000 3795.00| 400.00000 9200.00| PIPE, DUCTILE IRON, 400 mm | | | 0089 715-05048 648.700 m | 12.00000 7784.40| 7.50000 4865.25| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0090 715-05053 23.000 m | 100.00000 2300.00| 27.50000 632.50| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0091 715-05151 378.800 m | 105.00000 39774.00| 135.00000 51138.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0092 715-05152 48.400 m | 155.00000 7502.00| 160.00000 7744.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0093 715-05154 86.000 m | 150.00000 12900.00| 175.00000 15050.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0094 715-05169 10.200 m | 195.00000 1989.00| 65.00000 663.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 396 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,503.98 ROUTE : SR 67 CALL ORDER : 396 CONTRACT ID : B -24124-B COUNTIES : DELAWARE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 | |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 715-05407 59.600 m | 33.00000 1966.80| 25.00000 1490.00| PIPE, END BENT DRAIN, 150 mm | | | 0096 715-46005 4.000 EACH| 500.00000 2000.00| 250.00000 1000.00| PIPE END SECTION, 375 mm | | | 0097 715-46010 1.000 EACH| 500.00000 500.00| 260.00000 260.00| PIPE END SECTION, 450 mm | | | 0098 715-46020 2.000 EACH| 550.00000 1100.00| 325.00000 650.00| PIPE END SECTION, 600 mm | | | 0099 718-06528 2.000 EACH| 800.00000 1600.00| 450.00000 900.00| OUTLET PROTECTOR, 1 | | | 0100 718-52610 127.700 m3 | 75.00000 9577.50| 32.50000 4150.25| AGGREGATE FOR UNDERDRAINS | | | 0101 718-99153 348.700 m2 | 5.00000 1743.50| 3.75000 1307.63| GEOTEXTILES FOR UNDERDRAIN | | | 0102 720-44000 5.000 EACH| 700.00000 3500.00| 375.00000 1875.00| CASTING, ADJUST TO GRADE | | | 0103 720-45045 8.000 EACH| 2000.00000 16000.00| 1250.00000 10000.00| INLET, J10 | | | 0104 720-45055 1.000 EACH| 2000.00000 2000.00| 1350.00000 1350.00| INLET, M10 | | | 0105 720-45235 2.000 EACH| 2200.00000 4400.00| 1250.00000 2500.00| CATCH BASIN, E7 | | | 0106 720-45240 5.000 EACH| 2500.00000 12500.00| 1350.00000 6750.00| CATCH BASIN, J10 | | | 0107 720-45250 7.000 EACH| 2200.00000 15400.00| 1500.00000 10500.00| CATCH BASIN, K10 | | | 0108 720-45250 1.000 EACH| 2200.00000 2200.00| 1750.00000 1750.00| CATCH BASIN, K10 , MODIFIED | | | 0109 720-45275 1.000 EACH| 1750.00000 1750.00| 1200.00000 1200.00| PIPE CATCH BASIN, 600 mm | | | 0110 720-45335 1.000 EACH| 4500.00000 4500.00| 1500.00000 1500.00| CATCH BASIN, E7, MODIFIED | | | 0111 720-45410 9.000 EACH| 2100.00000 18900.00| 1500.00000 13500.00| MANHOLE, C4 | | | 0112 720-97130 1.000 EACH| 2600.00000 2600.00| 3000.00000 3000.00| CATCH BASIN, W8 | | | 0113 801-04308 3.000 EACH| 350.00000 1050.00| 375.00000 1125.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0114 801-06207 1105.000 m | 3.10000 3425.50| 3.50000 3867.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 396 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,503.98 ROUTE : SR 67 CALL ORDER : 396 CONTRACT ID : B -24124-B COUNTIES : DELAWARE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 | |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 801-06216 14.000 m | 5.50000 77.00| 10.00000 140.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0116 801-06605 9.000 EACH| 125.00000 1125.00| 135.00000 1215.00| BARRICADE, IIIA | | | 0117 801-06606 2.000 EACH| 135.00000 270.00| 150.00000 300.00| BARRICADE, IIIB | | | 0118 801-06640 37.000 EACH| 115.00000 4255.00| 140.00000 5180.00| CONSTRUCTION SIGN, A | | | 0119 801-06645 13.000 EACH| 30.00000 390.00| 35.00000 455.00| CONSTRUCTION SIGN, B | | | 0120 801-06775 LUMP| 105000.00000 105000.00| 125000.00000 125000.00| MAINTAINING TRAFFIC | | | 0121 802-02489 119.300 m | 26.00000 3101.80| 27.50000 3280.75| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0122 802-76025 13.400 m2 | 160.00000 2144.00| 165.00000 2211.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0123 802-76035 8.480 m2 | 160.00000 1356.80| 160.00000 1356.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0124 804-06770 2.000 EACH| 21.00000 42.00| 20.00000 40.00| DELINEATOR POST | | | 0125 808-06703 441.000 m | 1.00000 441.00| 1.10000 485.10| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0126 808-06713 1811.000 m | 0.25000 452.75| 0.30000 543.30| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0127 808-75051 102.000 m | 3.75000 382.50| 4.00000 408.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0128 808-75054 102.000 m | 3.75000 382.50| 4.00000 408.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0129 808-75245 1970.000 m | 1.00000 1970.00| 1.10000 2167.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0130 808-75297 31.000 m | 10.00000 310.00| 10.00000 310.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0131 808-75320 10.000 EACH| 45.00000 450.00| 50.00000 500.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 396 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,503.98 ROUTE : SR 67 CALL ORDER : 396 CONTRACT ID : B -24124-B COUNTIES : DELAWARE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 | |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 808-75325 9.000 EACH| 58.00000 522.00| 65.00000 585.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0133 808-75340 1.000 EACH| 375.00000 375.00| 375.00000 375.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0134 808-75996 80.000 EACH| 15.00000 1200.00| 6.50000 520.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0135 808-75998 148.000 EACH| 23.00000 3404.00| 27.50000 4070.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0136 808-96016 62.000 m | 3.00000 186.00| 3.50000 217.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | SECTION TOTALS | $ 2,448,591.60| $ 2,589,036.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,448,591.60| $ 2,589,036.12| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0655092 0655092 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1447641 STRUCTURE CONTRACTORS $ 1,384,877.62 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,388,973.85 100.2957% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,395,692.82 100.7809% 4 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 1,405,649.69 101.4999% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,425,094.46 102.9039% 6 35-1609544 SCHUTT-LOOKABILL CO $ 1,470,066.33 106.1513% 7 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,583,347.58 114.3312% 8 35-1618530 AMERICAN CONTRACTING & SERVICES CONDITIONAL BID $ 1,623,569.87 117.2356% ==================================================================================================================================== |(1) 35-1447641 |(2) 35-2040801 |(3) 35-1381845 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION AND SIGN STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1200.00000 9600.00| 2500.00000 20000.00| 1500.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 69000.00000 69000.00| 68000.00000 68000.00| 68000.00000 68000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 154.000 m2 | 28.00000 4312.00| 17.34000 2670.36| 20.00000 3080.00 PAVEMENT, REMOVE | | | 0005 202-02241 708.000 m | 5.50000 3894.00| 5.40000 3823.20| 5.85000 4141.80 GUARDRAIL, REMOVE | | | 0006 202-02277 236.000 m | 10.00000 2360.00| 6.41000 1512.76| 15.00000 3540.00 GUTTER, LIP, REMOVE | | | 0007 202-51328 LUMP| 151000.00000 151000.00| 95000.00000 95000.00| 105000.00000 105000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 200.000 m2 | 5.00000 1000.00| 4.00000 800.00| 3.10000 620.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 1730.000 m2 | 6.00000 10380.00| 4.00000 6920.00| 3.10000 5363.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-91385 1.000 EACH| 350.00000 350.00| 710.00000 710.00| 200.00000 200.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-2040801 |(3) 35-1381845 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-93974 2.000 EACH| 850.00000 1700.00| 1710.63000 3421.26| 1000.00000 2000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0012 203-02000 75.000 m3 | 13.00000 975.00| 44.71000 3353.25| 20.00000 1500.00 EXCAVATION, COMMON | | | 0013 203-02070 1610.000 m3 | 17.00000 27370.00| 17.30000 27853.00| 12.00000 19320.00 BORROW | | | 0014 203-02080 0.711 km | 2200.00000 1564.20| 49276.84000 35035.83| 10000.00000 7110.00 LINEAR GRADING | | | 0015 206-51230 882.000 m3 | 5.00000 4410.00| 20.00000 17640.00| 20.00000 17640.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 211-02060 719.000 m3 | 20.00000 14380.00| 35.00000 25165.00| 20.00000 14380.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 26.000 m3 | 55.00000 1430.00| 65.00000 1690.00| 35.00000 910.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 96.000 Mg | 24.00000 2304.00| 27.00000 2592.00| 22.00000 2112.00 COMPACTED AGGREGATE, O, 53 | | | 0019 402-05474 476.000 Mg | 38.50000 18326.00| 45.75000 21777.00| 42.10000 20039.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 333.000 Mg | 54.00000 17982.00| 51.60000 17182.80| 58.85000 19597.05 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 324.000 Mg | 45.00000 14580.00| 48.90000 15843.60| 48.40000 15681.60 HMA BASE 25.0 mm, SHOULDER | | | 0022 406-05521 4450.000 m2 | 0.28000 1246.00| 0.05000 222.50| 0.29000 1290.50 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1150.00000 4600.00| 1125.00000 4500.00| 1215.00000 4860.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01625 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1296.00000 2592.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-02103 182.880 m | 28.00000 5120.64| 27.70000 5065.78| 30.00000 5486.40 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0026 601-05999 3.000 EACH| 40.00000 120.00| 38.00000 114.00| 41.00000 123.00 CURVED TERMINAL END | | | 0027 601-06037 2.000 EACH| 600.00000 1200.00| 575.00000 1150.00| 621.00000 1242.00 GUARDRAIL END TREATMENT, I | | | 0028 601-06246 2.000 EACH| 34750.00000 69500.00| 33300.00000 66600.00| 35964.00000 71928.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0029 601-07024 4.000 EACH| 6300.00000 25200.00| 5350.00000 21400.00| 5778.00000 23112.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-2040801 |(3) 35-1381845 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-94689 4.000 EACH| 2000.00000 8000.00| 1975.00000 7900.00| 2133.00000 8532.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-94690 1.000 EACH| 2900.00000 2900.00| 2850.00000 2850.00| 3070.00000 3070.00 GUARDRAIL END TREATMENT, MS | | | 0032 601-97079 2.000 EACH| 600.00000 1200.00| 250.00000 500.00| 800.00000 1600.00 GRAVEL BARREL ARRAY, REMOVE | | | 0033 601-99105 293.370 m | 28.00000 8214.36| 27.70000 8126.35| 30.00000 8801.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 601-99123 2.000 EACH| 1950.00000 3900.00| 1900.00000 3800.00| 2052.00000 4104.00 GUARDRAIL TRANSITION, GP | | | 0035 602-06639 244.000 m | 35.00000 8540.00| 75.00000 18300.00| 98.00000 23912.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0036 602-06646 146.000 m | 35.00000 5110.00| 70.00000 10220.00| 80.00000 11680.00 TEMPORARY CONCRETE BARRIER | | | 0037 602-06729 26.000 EACH| 10.00000 260.00| 8.25000 214.50| 8.90000 231.40 BARRIER DELINEATOR | | | 0038 605-06140 42.500 m | 79.00000 3357.50| 75.00000 3187.50| 60.00000 2550.00 CURB AND GUTTER, CONCRETE | | | 0039 610-05527 9.000 Mg | 63.00000 567.00| 112.80000 1015.20| 68.20000 613.80 HMA FOR APPROACHES | | | 0040 610-06259 264.000 m2 | 50.00000 13200.00| 65.00000 17160.00| 60.00000 15840.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0041 616-02320 282.000 m2 | 5.00000 1410.00| 2.92000 823.44| 3.60000 1015.20 GEOTEXTILES | | | 0042 616-06405 112.000 Mg | 40.00000 4480.00| 27.49000 3078.88| 25.00000 2800.00 RIPRAP, REVETMENT | | | 0043 616-51367 364.000 m2 | 52.00000 18928.00| 70.00000 25480.00| 35.00000 12740.00 SLOPEWALL, CONCRETE, 100 mm | | | 0044 616-95754 28.000 m | 10.00000 280.00| 15.00000 420.00| 10.00000 280.00 PAVED SIDE DITCH, BREAK | | | 0045 621-01004 2.000 EACH| 500.00000 1000.00| 475.00000 950.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 2498.000 m2 | 2.25000 5620.50| 2.12000 5295.76| 2.40000 5995.20 EROSION CONTROL BLANKET | | | 0047 621-06548 5.000 kg | 50.00000 250.00| 50.00000 250.00| 57.50000 287.50 SEED MIXTURE, CV | | | 0048 621-06560 2150.000 m2 | 0.70000 1505.00| 0.66000 1419.00| 0.76000 1634.00 MULCHED SEEDING, U | | | 0049 701-98647 40.000 m | 445.00000 17800.00| 150.00000 6000.00| 150.00000 6000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-2040801 |(3) 35-1381845 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 702-51005 252.000 m3 | 425.00000 107100.00| 425.00000 107100.00| 425.00000 107100.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51015 141.500 m3 | 300.00000 42450.00| 300.00000 42450.00| 360.00000 50940.00 CONCRETE, B, FOOTINGS | | | 0052 702-51863 116.000 EACH| 20.00000 2320.00| 6.00000 696.00| 15.00000 1740.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51030 20782.000 kg | 1.10000 22860.20| 1.10000 22860.20| 1.15000 23899.30 REINFORCING STEEL | | | 0054 703-51032 47998.000 kg | 1.40000 67197.20| 1.20000 57597.60| 1.25000 59997.50 REINFORCING STEEL, EPOXY COATED | | | 0055 704-05892 207.600 m3 | 525.00000 108990.00| 350.00000 72660.00| 500.00000 103800.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0056 704-51002 21.600 m3 | 800.00000 17280.00| 450.00000 9720.00| 750.00000 16200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1000.00000 4000.00| 1400.00000 5600.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 34.000 m3 | 650.00000 22100.00| 450.00000 15300.00| 475.00000 16150.00 CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 9000.00000 9000.00| 6500.00000 6500.00| 5500.00000 5500.00 SURFACE SEAL | | | 0060 711-51038 LUMP| 264542.00000 264542.00| 342000.00000 342000.00| 292000.00000 292000.00 STRUCTURAL STEEL | | | 0061 715-05118 10.000 m | 140.00000 1400.00| 200.00000 2000.00| 60.00000 600.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0062 715-05407 28.000 m | 8.50000 238.00| 12.00000 336.00| 30.00000 840.00 PIPE, END BENT DRAIN, 150 mm | | | 0063 720-45030 1.000 EACH| 1000.00000 1000.00| 1380.00000 1380.00| 850.00000 850.00 INLET, E7 | | | 0064 720-90017 2.000 EACH| 180.00000 360.00| 510.00000 1020.00| 200.00000 400.00 INLET, J , FILL AND ABANDON | | | 0065 726-92406 14.000 EACH| 500.00000 7000.00| 400.00000 5600.00| 562.00000 7868.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0066 726-96576 7.000 EACH| 1500.00000 10500.00| 1000.00000 7000.00| 800.00000 5600.00 BEARING ASSEMBLY, FIXED | | | 0067 728-98377 LUMP| 10560.00000 10560.00| 12500.00000 12500.00| 10000.00000 10000.00 MASONRY COATING | | | 0068 729-51875 200.000 m2 | 125.00000 25000.00| 10.00000 2000.00| 110.00000 22000.00 CONCRETE, A, PATCHING | | | 0069 801-06605 8.000 EACH| 93.00000 744.00| 93.00000 744.00| 102.50000 820.00 BARRICADE, IIIA | | | 0070 801-06640 42.000 EACH| 101.00000 4242.00| 101.00000 4242.00| 111.00000 4662.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-2040801 |(3) 35-1381845 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 801-06775 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0072 802-05701 21.355 m | 28.00000 597.94| 60.49000 1291.76| 66.55000 1421.18 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-07158 2.000 EACH| 3200.00000 6400.00| 2320.35000 4640.70| 2550.00000 5100.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0074 802-76015 39.894 m2 | 140.00000 5585.16| 119.94000 4784.89| 132.00000 5266.01 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0075 802-76025 4.440 m2 | 125.00000 555.00| 79.41000 352.58| 87.50000 388.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 802-76035 3.240 m2 | 133.00000 430.92| 92.73000 300.45| 102.00000 330.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0077 802-76140 2.000 EACH| 16800.00000 33600.00| 17243.73000 34487.46| 18970.00000 37940.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0078 802-76175 8.400 m | 400.00000 3360.00| 574.79000 4828.24| 632.00000 5308.80 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0080 808-06712 89.000 m | 0.50000 44.50| 0.50000 44.50| 0.55000 48.95 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0081 808-06713 1040.000 m | 0.50000 520.00| 0.50000 520.00| 0.55000 572.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0082 808-06714 661.000 m | 0.50000 330.50| 0.50000 330.50| 0.55000 363.55 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0083 808-06726 22.000 m | 12.00000 264.00| 11.00000 242.00| 12.10000 266.20 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0084 808-75998 37.000 EACH| 40.00000 1480.00| 36.00000 1332.00| 39.60000 1465.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 801-06710 80.000 DAY | 20.00000 1600.00| 13.50000 1080.00| 20.00000 1600.00 FLASHING ARROW SIGN | | | 0086 801-09133 4.000 EACH| 1600.00000 6400.00| 1500.00000 6000.00| 4000.00000 16000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 1,384,877.62| $ 1,388,973.85| $ 1,395,692.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,384,877.62| $ 1,388,973.85| $ 1,395,692.82 ===================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0906416 |(6) 35-1609544 |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION AND SIGN STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 11000.00000 11000.00| 12309.98000 12309.98| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1200.00000 9600.00| 1484.91000 11879.28| 2000.00000 16000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 72000.00000 72000.00| 71504.72000 71504.72| 73500.00000 73500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 154.000 m2 | 17.90000 2756.60| 18.35000 2825.90| 12.00000 1848.00 PAVEMENT, REMOVE | | | 0005 202-02241 708.000 m | 6.00000 4248.00| 7.46000 5281.68| 6.10000 4318.80 GUARDRAIL, REMOVE | | | 0006 202-02277 236.000 m | 10.00000 2360.00| 6.94000 1637.84| 6.00000 1416.00 GUTTER, LIP, REMOVE | | | 0007 202-51328 LUMP| 95000.00000 95000.00| 117651.54000 117651.54| 114333.00000 114333.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 200.000 m2 | 3.00000 600.00| 3.74000 748.00| 3.51000 702.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 1730.000 m2 | 2.80000 4844.00| 3.71000 6418.30| 3.64000 6297.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-91385 1.000 EACH| 225.00000 225.00| 751.33000 751.33| 400.00000 400.00 INLET, REMOVE | | | 0011 202-93974 2.000 EACH| 2500.00000 5000.00| 1814.83000 3629.66| 1900.00000 3800.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0012 203-02000 75.000 m3 | 15.30000 1147.50| 48.44000 3633.00| 15.00000 1125.00 EXCAVATION, COMMON | | | 0013 203-02070 1610.000 m3 | 0.01000 16.10| 18.34000 29527.40| 10.00000 16100.00 BORROW | | | 0014 203-02080 0.711 km | 6000.00000 4266.00| 52359.80000 37227.82| 9844.00000 6999.08 LINEAR GRADING | | | 0015 206-51230 882.000 m3 | 52.00000 45864.00| 19.60000 17287.20| 20.42000 18010.44 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 211-02060 719.000 m3 | 26.50000 19053.50| 29.50000 21210.50| 28.16000 20247.04 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 26.000 m3 | 80.00000 2080.00| 36.81000 957.06| 45.00000 1170.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 96.000 Mg | 21.50000 2064.00| 28.58000 2743.68| 40.00000 3840.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0906416 |(6) 35-1609544 |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05474 476.000 Mg | 40.50000 19278.00| 48.41000 23043.16| 43.22000 20572.72 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 333.000 Mg | 55.50000 18481.50| 54.60000 18181.80| 60.46000 20133.18 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 324.000 Mg | 48.00000 15552.00| 51.74000 16763.76| 49.72000 16109.28 HMA BASE 25.0 mm, SHOULDER | | | 0022 406-05521 4450.000 m2 | 0.30000 1335.00| 0.06000 267.00| 0.29000 1290.50 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1300.00000 5200.00| 1190.48000 4761.92| 1270.00000 5080.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01625 2.000 EACH| 1400.00000 2800.00| 1269.85000 2539.70| 1356.00000 2712.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-02103 182.880 m | 29.00000 5303.52| 31.25000 5715.00| 31.30000 5724.14 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0026 601-05999 3.000 EACH| 40.00000 120.00| 40.21000 120.63| 43.00000 129.00 CURVED TERMINAL END | | | 0027 601-06037 2.000 EACH| 600.00000 1200.00| 608.47000 1216.94| 650.00000 1300.00 GUARDRAIL END TREATMENT, I | | | 0028 601-06246 2.000 EACH| 35000.00000 70000.00| 35238.32000 70476.64| 37630.00000 75260.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0029 601-07024 4.000 EACH| 4500.00000 18000.00| 5661.41000 22645.64| 6046.00000 24184.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0030 601-94689 4.000 EACH| 2200.00000 8800.00| 2089.96000 8359.84| 2232.00000 8928.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-94690 1.000 EACH| 3000.00000 3000.00| 3015.89000 3015.89| 3220.00000 3220.00 GUARDRAIL END TREATMENT, MS | | | 0032 601-97079 2.000 EACH| 1800.00000 3600.00| 680.91000 1361.82| 600.00000 1200.00 GRAVEL BARREL ARRAY, REMOVE | | | 0033 601-99105 293.370 m | 29.30000 8595.74| 29.51000 8657.35| 31.30000 9182.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 601-99123 2.000 EACH| 2100.00000 4200.00| 2010.59000 4021.18| 2147.00000 4294.00 GUARDRAIL TRANSITION, GP | | | 0035 602-06639 244.000 m | 78.00000 19032.00| 47.98000 11707.12| 62.34000 15210.96 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0036 602-06646 146.000 m | 70.00000 10220.00| 47.06000 6870.76| 55.77000 8142.42 TEMPORARY CONCRETE BARRIER | | | 0037 602-06729 26.000 EACH| 9.00000 234.00| 8.99000 233.74| 9.50000 247.00 BARRIER DELINEATOR | | | 0038 605-06140 42.500 m | 52.00000 2210.00| 72.97000 3101.23| 65.00000 2762.50 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0906416 |(6) 35-1609544 |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 610-05527 9.000 Mg | 75.00000 675.00| 119.36000 1074.24| 70.00000 630.00 HMA FOR APPROACHES | | | 0040 610-06259 264.000 m2 | 52.00000 13728.00| 64.80000 17107.20| 74.00000 19536.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0041 616-02320 282.000 m2 | 4.00000 1128.00| 3.10000 874.20| 2.00000 564.00 GEOTEXTILES | | | 0042 616-06405 112.000 Mg | 22.50000 2520.00| 29.10000 3259.20| 50.00000 5600.00 RIPRAP, REVETMENT | | | 0043 616-51367 364.000 m2 | 26.00000 9464.00| 47.05000 17126.20| 75.00000 27300.00 SLOPEWALL, CONCRETE, 100 mm | | | 0044 616-95754 28.000 m | 21.00000 588.00| 17.36000 486.08| 10.00000 280.00 PAVED SIDE DITCH, BREAK | | | 0045 621-01004 2.000 EACH| 500.00000 1000.00| 529.10000 1058.20| 537.00000 1074.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 2498.000 m2 | 2.50000 6245.00| 2.28000 5695.44| 2.40000 5995.20 EROSION CONTROL BLANKET | | | 0047 621-06548 5.000 kg | 52.00000 260.00| 60.66000 303.30| 57.00000 285.00 SEED MIXTURE, CV | | | 0048 621-06560 2150.000 m2 | 0.79000 1698.50| 0.72000 1548.00| 0.75000 1612.50 MULCHED SEEDING, U | | | 0049 701-98647 40.000 m | 180.00000 7200.00| 123.29000 4931.60| 132.00000 5280.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0050 702-51005 252.000 m3 | 360.00000 90720.00| 421.49000 106215.48| 426.46000 107467.92 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51015 141.500 m3 | 200.00000 28300.00| 308.67000 43676.81| 265.41000 37555.52 CONCRETE, B, FOOTINGS | | | 0052 702-51863 116.000 EACH| 9.50000 1102.00| 5.84000 677.44| 6.00000 696.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51030 20782.000 kg | 1.15000 23899.30| 1.09000 22652.38| 1.11000 23068.02 REINFORCING STEEL | | | 0054 703-51032 47998.000 kg | 1.25000 59997.50| 1.24000 59517.52| 1.19000 57117.62 REINFORCING STEEL, EPOXY COATED | | | 0055 704-05892 207.600 m3 | 440.00000 91344.00| 557.26000 115687.18| 574.96000 119361.70 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0056 704-51002 21.600 m3 | 410.00000 8856.00| 680.80000 14705.28| 574.96000 12419.14 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1030.00000 4120.00| 1269.85000 5079.40| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0906416 |(6) 35-1609544 |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 706-51020 34.000 m3 | 275.00000 9350.00| 567.47000 19293.98| 494.29000 16805.86 CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 8000.00000 8000.00| 5714.32000 5714.32| 5617.00000 5617.00 SURFACE SEAL | | | 0060 711-51038 LUMP| 360000.00000 360000.00| 280966.98000 280966.98| 287967.00000 287967.00 STRUCTURAL STEEL | | | 0061 715-05118 10.000 m | 84.00000 840.00| 215.25000 2152.50| 70.00000 700.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0062 715-05407 28.000 m | 41.00000 1148.00| 37.31000 1044.68| 10.00000 280.00 PIPE, END BENT DRAIN, 150 mm | | | 0063 720-45030 1.000 EACH| 900.00000 900.00| 1460.33000 1460.33| 1100.00000 1100.00 INLET, E7 | | | 0064 720-90017 2.000 EACH| 300.00000 600.00| 539.69000 1079.38| 200.00000 400.00 INLET, J , FILL AND ABANDON | | | 0065 726-92406 14.000 EACH| 425.00000 5950.00| 347.94000 4871.16| 388.00000 5432.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0066 726-96576 7.000 EACH| 800.00000 5600.00| 347.94000 2435.58| 989.00000 6923.00 BEARING ASSEMBLY, FIXED | | | 0067 728-98377 LUMP| 11000.00000 11000.00| 9545.03000 9545.03| 9627.00000 9627.00 MASONRY COATING | | | 0068 729-51875 200.000 m2 | 195.00000 39000.00| 99.29000 19858.00| 250.00000 50000.00 CONCRETE, A, PATCHING | | | 0069 801-06605 8.000 EACH| 110.00000 880.00| 98.41000 787.28| 105.00000 840.00 BARRICADE, IIIA | | | 0070 801-06640 42.000 EACH| 120.00000 5040.00| 106.88000 4488.96| 114.00000 4788.00 CONSTRUCTION SIGN, A | | | 0071 801-06775 LUMP| 30000.00000 30000.00| 24754.13000 24754.13| 43383.00000 43383.00 MAINTAINING TRAFFIC | | | 0072 802-05701 21.355 m | 62.00000 1324.01| 65.96000 1408.58| 47.56000 1015.64 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-07158 2.000 EACH| 2600.00000 5200.00| 2460.33000 4920.66| 3450.00000 6900.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0074 802-76015 39.894 m2 | 130.00000 5186.22| 136.69000 5453.11| 143.74000 5734.36 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0075 802-76025 4.440 m2 | 85.00000 377.40| 91.12000 404.57| 149.41000 663.38 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 802-76035 3.240 m2 | 95.00000 307.80| 102.51000 332.13| 185.97000 602.54 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0906416 |(6) 35-1609544 |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 802-76140 2.000 EACH| 19000.00000 38000.00| 18307.00000 36614.00| 18990.00000 37980.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0078 802-76175 8.400 m | 600.00000 5040.00| 611.04000 5132.74| 432.13000 3629.89 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0080 808-06712 89.000 m | 0.55000 48.95| 1.04000 92.56| 0.57000 50.73 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0081 808-06713 1040.000 m | 0.55000 572.00| 0.56000 582.40| 0.57000 592.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0082 808-06714 661.000 m | 0.55000 363.55| 0.56000 370.16| 0.57000 376.77 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0083 808-06726 22.000 m | 12.00000 264.00| 11.67000 256.74| 13.00000 286.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0084 808-75998 37.000 EACH| 38.00000 1406.00| 38.10000 1409.70| 40.00000 1480.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 801-06710 80.000 DAY | 14.00000 1120.00| 16.93000 1354.40| 17.00000 1360.00 FLASHING ARROW SIGN | | | 0086 801-09133 4.000 EACH| 4000.00000 16000.00| 1587.31000 6349.24| 3950.00000 15800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 1,405,649.69| $ 1,425,094.46| $ 1,470,066.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,405,649.69| $ 1,425,094.46| $ 1,470,066.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ===================================================================================================================================== |(7) 35-1386990 |(8) 35-1618530 | |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION AND SIGN STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 14000.00000 14000.00| 16000.00000 16000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2500.00000 20000.00| 1400.00000 11200.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 85000.00000 85000.00| 80000.00000 80000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 154.000 m2 | 35.00000 5390.00| 25.00000 3850.00| PAVEMENT, REMOVE | | | 0005 202-02241 708.000 m | 12.00000 8496.00| 5.75000 4071.00| GUARDRAIL, REMOVE | | | 0006 202-02277 236.000 m | 20.00000 4720.00| 35.00000 8260.00| GUTTER, LIP, REMOVE | | | 0007 202-51328 LUMP| 130000.00000 130000.00| 103500.00000 103500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 200.000 m2 | 6.50000 1300.00| 3.25000 650.00| SURFACE MILLING, ASPHALT | | | 0009 202-60822 1730.000 m2 | 6.75000 11677.50| 3.25000 5622.50| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-91385 1.000 EACH| 1350.00000 1350.00| 240.00000 240.00| INLET, REMOVE | | | 0011 202-93974 2.000 EACH| 3500.00000 7000.00| 1800.00000 3600.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0012 203-02000 75.000 m3 | 8.50000 637.50| 40.00000 3000.00| EXCAVATION, COMMON | | | 0013 203-02070 1610.000 m3 | 22.00000 35420.00| 18.00000 28980.00| BORROW | | | 0014 203-02080 0.711 km | 20000.00000 14220.00| 30000.00000 21330.00| LINEAR GRADING | | | 0015 206-51230 882.000 m3 | 13.10000 11554.20| 60.00000 52920.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 211-02060 719.000 m3 | 30.00000 21570.00| 35.00000 25165.00| B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 26.000 m3 | 45.00000 1170.00| 85.00000 2210.00| AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 96.000 Mg | 21.00000 2016.00| 28.00000 2688.00| COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1386990 |(8) 35-1618530 | |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05474 476.000 Mg | 53.00000 25228.00| 47.00000 22372.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 333.000 Mg | 61.00000 20313.00| 53.00000 17649.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 324.000 Mg | 52.00000 16848.00| 50.00000 16200.00| HMA BASE 25.0 mm, SHOULDER | | | 0022 406-05521 4450.000 m2 | 0.42000 1869.00| 0.05000 222.50| ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1550.00000 6200.00| 1175.00000 4700.00| GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01625 2.000 EACH| 1650.00000 3300.00| 1250.00000 2500.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-02103 182.880 m | 34.00000 6217.92| 29.00000 5303.52| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0026 601-05999 3.000 EACH| 84.00000 252.00| 40.00000 120.00| CURVED TERMINAL END | | | 0027 601-06037 2.000 EACH| 805.00000 1610.00| 600.00000 1200.00| GUARDRAIL END TREATMENT, I | | | 0028 601-06246 2.000 EACH| 37000.00000 74000.00| 36000.00000 72000.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0029 601-07024 4.000 EACH| 6105.00000 24420.00| 5000.00000 20000.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0030 601-94689 4.000 EACH| 2450.00000 9800.00| 2100.00000 8400.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-94690 1.000 EACH| 3250.00000 3250.00| 3000.00000 3000.00| GUARDRAIL END TREATMENT, MS | | | 0032 601-97079 2.000 EACH| 2500.00000 5000.00| 1500.00000 3000.00| GRAVEL BARREL ARRAY, REMOVE | | | 0033 601-99105 293.370 m | 32.10000 9417.18| 29.00000 8507.73| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 601-99123 2.000 EACH| 2375.00000 4750.00| 2000.00000 4000.00| GUARDRAIL TRANSITION, GP | | | 0035 602-06639 244.000 m | 65.00000 15860.00| 60.00000 14640.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0036 602-06646 146.000 m | 56.00000 8176.00| 58.00000 8468.00| TEMPORARY CONCRETE BARRIER | | | 0037 602-06729 26.000 EACH| 12.00000 312.00| 8.50000 221.00| BARRIER DELINEATOR | | | 0038 605-06140 42.500 m | 60.00000 2550.00| 125.00000 5312.50| CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1386990 |(8) 35-1618530 | |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 610-05527 9.000 Mg | 308.00000 2772.00| 115.00000 1035.00| HMA FOR APPROACHES | | | 0040 610-06259 264.000 m2 | 57.00000 15048.00| 70.00000 18480.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0041 616-02320 282.000 m2 | 3.75000 1057.50| 5.00000 1410.00| GEOTEXTILES | | | 0042 616-06405 112.000 Mg | 25.00000 2800.00| 35.00000 3920.00| RIPRAP, REVETMENT | | | 0043 616-51367 364.000 m2 | 50.00000 18200.00| 70.00000 25480.00| SLOPEWALL, CONCRETE, 100 mm | | | 0044 616-95754 28.000 m | 39.50000 1106.00| 30.00000 840.00| PAVED SIDE DITCH, BREAK | | | 0045 621-01004 2.000 EACH| 700.00000 1400.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 2498.000 m2 | 2.05000 5120.90| 2.25000 5620.50| EROSION CONTROL BLANKET | | | 0047 621-06548 5.000 kg | 64.50000 322.50| 52.00000 260.00| SEED MIXTURE, CV | | | 0048 621-06560 2150.000 m2 | 0.97000 2085.50| 0.70000 1505.00| MULCHED SEEDING, U | | | 0049 701-98647 40.000 m | 212.00000 8480.00| 200.00000 8000.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0050 702-51005 252.000 m3 | 485.00000 122220.00| 575.00000 144900.00| CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51015 141.500 m3 | 468.00000 66222.00| 300.00000 42450.00| CONCRETE, B, FOOTINGS | | | 0052 702-51863 116.000 EACH| 8.00000 928.00| 12.00000 1392.00| FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51030 20782.000 kg | 0.99000 20574.18| 1.10000 22860.20| REINFORCING STEEL | | | 0054 703-51032 47998.000 kg | 1.09000 52317.82| 1.30000 62397.40| REINFORCING STEEL, EPOXY COATED | | | 0055 704-05892 207.600 m3 | 540.00000 112104.00| 550.00000 114180.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0056 704-51002 21.600 m3 | 475.00000 10260.00| 850.00000 18360.00| CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1500.00000 6000.00| 1300.00000 5200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1386990 |(8) 35-1618530 | |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 706-51020 34.000 m3 | 510.00000 17340.00| 650.00000 22100.00| CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 11500.00000 11500.00| 5700.00000 5700.00| SURFACE SEAL | | | 0060 711-51038 LUMP| 300000.00000 300000.00| 330000.00000 330000.00| STRUCTURAL STEEL | | | 0061 715-05118 10.000 m | 50.00000 500.00| 120.00000 1200.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0062 715-05407 28.000 m | 41.50000 1162.00| 55.00000 1540.00| PIPE, END BENT DRAIN, 150 mm | | | 0063 720-45030 1.000 EACH| 1500.00000 1500.00| 1750.00000 1750.00| INLET, E7 | | | 0064 720-90017 2.000 EACH| 600.00000 1200.00| 375.00000 750.00| INLET, J , FILL AND ABANDON | | | 0065 726-92406 14.000 EACH| 325.00000 4550.00| 675.00000 9450.00| BEARING ASSEMBLY, ELASTOMERIC | | | 0066 726-96576 7.000 EACH| 912.00000 6384.00| 1650.00000 11550.00| BEARING ASSEMBLY, FIXED | | | 0067 728-98377 LUMP| 13000.00000 13000.00| 11000.00000 11000.00| MASONRY COATING | | | 0068 729-51875 200.000 m2 | 65.00000 13000.00| 225.00000 45000.00| CONCRETE, A, PATCHING | | | 0069 801-06605 8.000 EACH| 350.00000 2800.00| 100.00000 800.00| BARRICADE, IIIA | | | 0070 801-06640 42.000 EACH| 125.00000 5250.00| 110.00000 4620.00| CONSTRUCTION SIGN, A | | | 0071 801-06775 LUMP| 55000.00000 55000.00| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | 0072 802-05701 21.355 m | 72.00000 1537.56| 63.00000 1345.37| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-07158 2.000 EACH| 2900.00000 5800.00| 2400.00000 4800.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0074 802-76015 39.894 m2 | 130.00000 5186.22| 125.00000 4986.75| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0075 802-76025 4.440 m2 | 100.00000 444.00| 85.00000 377.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 802-76035 3.240 m2 | 130.00000 421.20| 100.00000 324.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 400 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,898.23 ROUTE : I-65 CALL ORDER : 400 CONTRACT ID : B -25156-A COUNTIES : BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1386990 |(8) 35-1618530 | |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 802-76140 2.000 EACH| 21250.00000 42500.00| 18500.00000 37000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0078 802-76175 8.400 m | 625.00000 5250.00| 600.00000 5040.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0080 808-06712 89.000 m | 0.71000 63.19| 0.55000 48.95| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0081 808-06713 1040.000 m | 0.71000 738.40| 0.55000 572.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0082 808-06714 661.000 m | 0.71000 469.31| 0.55000 363.55| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0083 808-06726 22.000 m | 16.00000 352.00| 11.50000 253.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0084 808-75998 37.000 EACH| 51.00000 1887.00| 38.00000 1406.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 801-06710 80.000 DAY | 20.00000 1600.00| 15.00000 1200.00| FLASHING ARROW SIGN | | | 0086 801-09133 4.000 EACH| 5000.00000 20000.00| 3750.00000 15000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 1,583,347.58| $ 1,623,569.87| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,583,347.58| $ 1,623,569.87| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-94 CALL ORDER : 410 CONTRACT ID : B -25507-A COUNTIES : LAPORTE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 1,001,621.86 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0424034 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 2,787,272.33 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,916,016.78 104.6190% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 3,007,805.48 107.9121% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,286,937.86 117.9266% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0906416 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 29531.76000 29531.76 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1400.00000 14000.00| 1500.00000 15000.00| 1595.21000 15952.10 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 139520.00000 139520.00| 145000.00000 145000.00| 150840.27000 150840.27 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 8856.000 SYS | 4.75000 42066.00| 7.00000 61992.00| 8.98000 79526.88 PAVEMENT, REMOVE | | | 0005 202-02241 4233.000 LFT | 2.30000 9735.90| 1.80000 7619.40| 2.45000 10370.85 GUARDRAIL, REMOVE | | | 0006 202-02278 2235.000 LFT | 1.50000 3352.50| 3.00000 6705.00| 4.57000 10213.95 CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 198900.00000 198900.00| 190000.00000 190000.00| 181755.48000 181755.48 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 208.000 SYS | 14.00000 2912.00| 15.00000 3120.00| 36.67000 7627.36 SLOPEWALL, REMOVE | | | 0010 203-02045 7152.000 CYS | 3.00000 21456.00| 7.70000 55070.40| 4.41000 31540.32 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 205-06937 3065.000 LFT | 1.50000 4597.50| 2.00000 6130.00| 1.75000 5363.75 TEMPORARY SILT FENCE | | | 0013 211-02060 436.000 CYS | 19.30000 8414.80| 30.00000 13080.00| 21.69000 9456.84 B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 115.000 CYS | 28.00000 3220.00| 45.00000 5175.00| 41.13000 4729.95 AGGREGATE FOR END BENT BACKFILL | | | 0015 303-52308 1231.500 TON | 16.00000 19704.00| 18.00000 22167.00| 19.57000 24100.46 COMPACTED AGGREGATE, O, 53 | | | 0016 304-06464 2194.000 CYS | 28.00000 61432.00| 27.38000 60071.72| 32.49000 71283.06 SUBBASE FOR PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0906416 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 402-05481 1692.400 TON | 37.70000 63803.48| 37.70000 63803.48| 40.09000 67848.32 HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05487 677.100 TON | 44.85000 30367.94| 44.85000 30367.94| 47.70000 32297.67 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0019 402-05490 338.400 TON | 62.00000 20980.80| 62.00000 20980.80| 65.93000 22310.71 HMA SURFACE 9.5 mm, SHOULDER | | | 0020 406-05521 33441.000 SYS | 0.12000 4012.92| 0.12000 4012.92| 0.13000 4347.33 ASPHALT FOR TACK COAT | | | 0021 502-06329 8768.500 SYS | 35.50000 311281.75| 34.48000 302337.88| 31.53000 276470.81 PCCP, 12 IN. | | | 0022 503-03489 172.000 EACH| 30.20000 5194.40| 29.57000 5086.04| 8.08000 1389.76 RETROFITTED TIE BARS | | | 0023 503-05240 5263.000 LFT | 6.50000 34209.50| 6.45000 33946.35| 7.50000 39472.50 D-1 CONTRACTION JOINT | | | 0024 503-05310 198.000 LFT | 75.00000 14850.00| 140.00000 27720.00| 128.88000 25518.24 TERMINAL JOINT | | | 0025 601-01115 75.000 LFT | 24.00000 1800.00| 24.00000 1800.00| 25.52000 1914.00 GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | | SPACING | | | 0026 601-01522 7.000 EACH| 1250.00000 8750.00| 1250.00000 8750.00| 1329.32000 9305.24 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02206 50.000 LFT | 17.25000 862.50| 17.25000 862.50| 19.14000 957.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0028 601-04746 2.000 EACH| 6525.00000 13050.00| 6525.00000 13050.00| 6965.65000 13931.30 ENERGY ABSORBING TERMINAL, CZ | | | 0029 601-94689 5.000 EACH| 2000.00000 10000.00| 2000.00000 10000.00| 2126.92000 10634.60 GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 4.000 EACH| 3000.00000 12000.00| 3000.00000 12000.00| 3190.37000 12761.48 GUARDRAIL END TREATMENT, MS | | | 0031 601-97080 2.000 EACH| 1975.00000 3950.00| 1975.00000 3950.00| 2126.92000 4253.84 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 2069.000 LFT | 8.65000 17896.85| 8.65000 17896.85| 9.57000 19800.33 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 601-99106 938.000 LFT | 15.60000 14632.80| 15.60000 14632.80| 17.02000 15964.76 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0034 601-99108 360.000 LFT | 12.25000 4410.00| 12.25000 4410.00| 13.82000 4975.20 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0035 602-06646 3000.000 LFT | 21.00000 63000.00| 18.00000 54000.00| 16.26000 48780.00 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0906416 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 602-06729 16.000 EACH| 5.00000 80.00| 7.00000 112.00| 8.51000 136.16 BARRIER DELINEATOR | | | 0037 610-05527 6050.000 TON | 38.00000 229900.00| 34.00000 205700.00| 36.16000 218768.00 HMA FOR APPROACHES | | | 0038 610-06259 613.200 SYS | 47.00000 28820.40| 60.00000 36792.00| 54.18000 33223.18 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0039 611-52817 2.000 EACH| 25000.00000 50000.00| 30000.00000 60000.00| 15021.34000 30042.68 TEMPORARY CROSSOVER, B | | | 0040 616-02320 386.000 SYS | 2.00000 772.00| 2.00000 772.00| 2.98000 1150.28 GEOTEXTILES | | | 0041 616-06405 75.300 TON | 18.00000 1355.40| 29.00000 2183.70| 43.60000 3283.08 RIPRAP, REVETMENT | | | 0042 616-51367 236.000 SYS | 41.00000 9676.00| 60.00000 14160.00| 55.98000 13211.28 SLOPEWALL, CONCRETE, 4 IN. | | | 0043 619-05926 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 5317.29000 5317.29 ENVIRONMENTAL CONTROL | | | 0044 619-51859 LUMP| 35000.00000 35000.00| 22000.00000 22000.00| 31903.73000 31903.73 PAINT STEEL BRIDGE | | | 0045 619-61000 LUMP| 48000.00000 48000.00| 45000.00000 45000.00| 63807.45000 63807.45 CLEAN STEEL BRIDGE | | | 0046 621-01004 2.000 EACH| 300.00000 600.00| 500.00000 1000.00| 744.42000 1488.84 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 2.200 TON | 600.00000 1320.00| 350.00000 770.00| 531.73000 1169.81 FERTILIZER | | | 0048 621-06553 920.000 LBS | 3.00000 2760.00| 2.00000 1840.00| 3.46000 3183.20 SEED MIXTURE, R | | | 0049 621-06565 10.800 TON | 550.00000 5940.00| 350.00000 3780.00| 425.38000 4594.10 MULCHING MATERIAL | | | 0050 621-06574 123.500 SYS | 4.50000 555.75| 3.00000 370.50| 9.57000 1181.90 SODDING | | | 0051 701-51190 2504.000 LFT | 23.00000 57592.00| 20.00000 50080.00| 27.87000 69786.48 PILE, STEEL H, HP 10 X 42 | | | 0052 702-51005 718.400 CYS | 400.00000 287360.00| 370.00000 265808.00| 322.38000 231597.79 CONCRETE, A, SUBSTRUCTURE | | | 0053 702-51015 26.600 CYS | 400.00000 10640.00| 325.00000 8645.00| 1066.00000 28355.60 CONCRETE, B, FOOTINGS | | | 0054 702-51863 104.000 EACH| 5.00000 520.00| 11.00000 1144.00| 5.89000 612.56 FIELD DRILLED HOLE IN CONCRETE | | | 0055 703-51030 45347.000 LBS | 0.63000 28568.61| 0.55000 24940.85| 0.63000 28568.61 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0906416 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 703-51032 171413.000 LBS | 0.64000 109704.32| 0.65000 111418.45| 0.71000 121703.23 REINFORCING STEEL, EPOXY COATED | | | 0057 704-05892 513.700 CYS | 380.00000 195206.00| 300.00000 154110.00| 410.51000 210878.99 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0058 706-05732 8.000 EACH| 800.00000 6400.00| 1400.00000 11200.00| 1385.54000 11084.32 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0059 706-51020 69.600 CYS | 275.00000 19140.00| 400.00000 27840.00| 368.34000 25636.46 CONCRETE, C, RAILING | | | 0060 709-51821 LUMP| 10810.00000 10810.00| 11930.00000 11930.00| 12931.64000 12931.64 SURFACE SEAL | | | 0061 711-51038 LUMP| 50000.00000 50000.00| 151000.00000 151000.00| 36448.09000 36448.09 STRUCTURAL STEEL | | | 0062 711-51070 72.000 EACH| 30.00000 2160.00| 40.00000 2880.00| 23.09000 1662.48 ANCHOR PLATE, AP 1 | | | 0063 711-51864 360.000 EACH| 18.00000 6480.00| 15.00000 5400.00| 17.02000 6127.20 DRILLED HOLE | | | 0064 711-51866 428.000 EACH| 9.00000 3852.00| 10.00000 4280.00| 28.71000 12287.88 RIVET, REMOVE | | | 0065 711-51877 LUMP| 1.00000 1.00| 5000.00000 5000.00| 65778.30000 65778.30 JACKING AND SUPPORTING BEAMS | | | 0066 711-95105 LUMP| 20000.00000 20000.00| 85000.00000 85000.00| 35504.35000 35504.35 BEAM, STEEL, RESET | | | 0067 711-96800 6746.000 EACH| 1.50000 10119.00| 2.00000 13492.00| 1.60000 10793.60 STUD SHEAR CONNECTOR | | | 0068 715-05053 320.000 LFT | 8.50000 2720.00| 5.00000 1600.00| 13.82000 4422.40 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0069 715-05119 400.000 LFT | 14.50000 5800.00| 20.00000 8000.00| 22.86000 9144.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0070 715-05203 4956.000 LFT | 1.90000 9416.40| 2.00000 9912.00| 3.72000 18436.32 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0071 715-05407 304.000 LFT | 6.25000 1900.00| 10.00000 3040.00| 7.03000 2137.12 PIPE, END BENT DRAIN, 6 IN. | | | 0072 718-06531 7.000 EACH| 425.00000 2975.00| 350.00000 2450.00| 723.15000 5062.05 OUTLET PROTECTOR, 3 | | | 0073 718-52610 343.600 CYS | 30.00000 10308.00| 28.00000 9620.80| 32.97000 11328.49 AGGREGATE FOR UNDERDRAINS | | | 0074 718-99153 4074.000 SYS | 1.10000 4481.40| 1.00000 4074.00| 1.06000 4318.44 GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-44296 3.000 EACH| 200.00000 600.00| 550.00000 1650.00| 303.09000 909.27 CAP INLET | | | 0076 720-45260 7.000 EACH| 855.00000 5985.00| 450.00000 3150.00| 1026.24000 7183.68 PIPE CATCH BASIN, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0906416 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 726-92406 36.000 EACH| 440.00000 15840.00| 350.00000 12600.00| 481.70000 17341.20 BEARING ASSEMBLY, ELASTOMERIC | | | 0078 801-01851 LUMP| 30750.00000 30750.00| 18750.00000 18750.00| 22757.99000 22757.99 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0079 801-03290 2.000 EACH| 218.00000 436.00| 218.00000 436.00| 231.83000 463.66 CONSTRUCTION SIGN, C | | | 0080 801-03291 16.000 EACH| 66.00000 1056.00| 66.00000 1056.00| 70.19000 1123.04 CONSTRUCTION SIGN, D | | | 0081 801-04308 4.000 EACH| 660.00000 2640.00| 660.00000 2640.00| 701.88000 2807.52 ROAD CLOSURE SIGN ASSEMBLY | | | 0082 801-06203 3705.000 LFT | 0.20000 741.00| 0.20000 741.00| 0.27000 1000.35 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0083 801-06207 20885.000 LFT | 0.90000 18796.50| 0.90000 18796.50| 0.98000 20467.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0084 801-06469 4670.000 LFT | 1.63000 7612.10| 1.63000 7612.10| 1.77000 8265.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0085 801-06577 102.000 LFT | 5.70000 581.40| 5.70000 581.40| 6.38000 650.76 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0086 801-06605 8.000 EACH| 172.00000 1376.00| 172.00000 1376.00| 182.91000 1463.28 BARRICADE, IIIA | | | 0087 801-06606 5.000 EACH| 219.00000 1095.00| 219.00000 1095.00| 232.90000 1164.50 BARRICADE, IIIB | | | 0088 801-06625 25.000 EACH| 68.00000 1700.00| 68.00000 1700.00| 72.32000 1808.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 40.000 EACH| 184.00000 7360.00| 184.00000 7360.00| 195.68000 7827.20 CONSTRUCTION SIGN, A | | | 0090 801-06645 4.000 EACH| 54.00000 216.00| 54.00000 216.00| 57.43000 229.72 CONSTRUCTION SIGN, B | | | 0091 801-06710 900.000 DAY | 11.00000 9900.00| 11.00000 9900.00| 12.76000 11484.00 FLASHING ARROW SIGN | | | 0092 801-06775 LUMP| 45250.00000 45250.00| 20000.00000 20000.00| 66147.78000 66147.78 MAINTAINING TRAFFIC | | | 0093 801-09133 3.000 EACH| 7900.00000 23700.00| 7900.00000 23700.00| 8401.32000 25203.96 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0094 801-97643 1728.000 LFT | 3.05000 5270.40| 3.05000 5270.40| 3.24000 5598.72 TEMPORARY BUZZ STRIPS | | | 0095 802-03811 1.000 EACH| 10660.00000 10660.00| 10660.00000 10660.00| 13080.53000 13080.53 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0906416 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 802-06031 8.200 CYS | 450.00000 3690.00| 450.00000 3690.00| 260.55000 2136.51 SIGN FOUNDATION, CONCRETE | | | 0097 802-99392 1.000 EACH| 2400.00000 2400.00| 2400.00000 2400.00| 2605.47000 2605.47 OVERHEAD SIGN STRUCTURE, RESET, | | | CANTILEVER DOUBLE ARM | | | 0098 805-06592 600.000 LFT | 10.00000 6000.00| 10.00000 6000.00| 9.04000 5424.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0099 805-86838 2400.000 LFT | 0.90000 2160.00| 0.90000 2160.00| 1.60000 3840.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0100 807-82054 2.000 EACH| 2200.00000 4400.00| 2200.00000 4400.00| 1595.19000 3190.38 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0101 807-87605 8.000 EACH| 82.50000 660.00| 82.50000 660.00| 223.33000 1786.64 LUMINAIRE UNDERPASS, INSTALL | | | 0102 807-96482 LUMP| 1250.00000 1250.00| 1250.00000 1250.00| 531.73000 531.73 BREAKER BOX, LIGHTING CONDUIT, AND | | | UNDERPASS LUMINAIRE, REMOVE | | | 0103 808-06701 633.000 LFT | 0.75000 474.75| 1.00000 633.00| 0.80000 506.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0104 808-06703 150.000 LFT | 0.38000 57.00| 1.00000 150.00| 0.43000 64.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0105 808-06714 3025.000 LFT | 0.23000 695.75| 1.00000 3025.00| 0.24000 726.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0106 808-06716 8050.000 LFT | 0.40000 3220.00| 0.40000 3220.00| 0.43000 3461.50 LINE, REMOVE | | | 0107 808-75051 3261.000 LFT | 1.34000 4369.74| 1.00000 3261.00| 1.43000 4663.23 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0108 808-75053 418.000 LFT | 3.09000 1291.62| 2.00000 836.00| 3.29000 1375.22 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0109 808-75054 3260.000 LFT | 1.34000 4368.40| 1.00000 3260.00| 1.43000 4661.80 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0110 808-75059 928.000 LFT | 2.26000 2097.28| 1.00000 928.00| 2.40000 2227.20 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0111 808-75245 2827.000 LFT | 0.36000 1017.72| 1.00000 2827.00| 0.38000 1074.26 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0906416 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 808-75260 81.000 LFT | 1.65000 133.65| 3.00000 243.00| 2.13000 172.53 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0113 808-75998 129.000 EACH| 24.50000 3160.50| 50.00000 6450.00| 26.59000 3430.11 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0114 206-51230 7360.000 CYS | 0.01000 73.60| 1.00000 7360.00| 0.12000 883.20 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0115 203-02070 2820.000 CYS | 12.00000 33840.00| 12.00000 33840.00| 23.40000 65988.00 BORROW , SPECIAL | | | 0116 602-06639 3000.000 LFT | 18.00000 54000.00| 19.00000 57000.00| 15.32000 45960.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0117 601-04746 2.000 EACH| 6525.00000 13050.00| 6525.00000 13050.00| 6912.47000 13824.94 ENERGY ABSORBING TERMINAL, CZ | | | SECTION TOTALS | $ 2,787,272.33| $ 2,916,016.78| $ 3,007,805.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,787,272.33| $ 2,916,016.78| $ 3,007,805.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES 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 105-06845 LUMP| 28000.00000 28000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1600.00000 16000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 160000.00000 160000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 8856.000 SYS | 10.50000 92988.00| | PAVEMENT, REMOVE | | | 0005 202-02241 4233.000 LFT | 1.90000 8042.70| | GUARDRAIL, REMOVE | | | 0006 202-02278 2235.000 LFT | 3.50000 7822.50| | CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 180000.00000 180000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 208.000 SYS | 25.00000 5200.00| | SLOPEWALL, REMOVE | | | 0010 203-02045 7152.000 CYS | 12.00000 85824.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 205-06937 3065.000 LFT | 1.65000 5057.25| | TEMPORARY SILT FENCE | | | 0013 211-02060 436.000 CYS | 34.00000 14824.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 115.000 CYS | 55.00000 6325.00| | AGGREGATE FOR END BENT BACKFILL | | | 0015 303-52308 1231.500 TON | 28.00000 34482.00| | COMPACTED AGGREGATE, O, 53 | | | 0016 304-06464 2194.000 CYS | 28.00000 61432.00| | SUBBASE FOR PCCP | | | 0017 402-05481 1692.400 TON | 38.00000 64311.20| | HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05487 677.100 TON | 45.00000 30469.50| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0019 402-05490 338.400 TON | 63.00000 21319.20| | HMA SURFACE 9.5 mm, SHOULDER | | | 0020 406-05521 33441.000 SYS | 0.12000 4012.92| | ASPHALT FOR TACK COAT | | | 0021 502-06329 8768.500 SYS | 35.00000 306897.50| | PCCP, 12 IN. | | | 0022 503-03489 172.000 EACH| 30.00000 5160.00| | RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 503-05240 5263.000 LFT | 6.50000 34209.50| | D-1 CONTRACTION JOINT | | | 0024 503-05310 198.000 LFT | 135.00000 26730.00| | TERMINAL JOINT | | | 0025 601-01115 75.000 LFT | 24.50000 1837.50| | GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | | SPACING | | | 0026 601-01522 7.000 EACH| 1275.00000 8925.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02206 50.000 LFT | 17.50000 875.00| | TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0028 601-04746 2.000 EACH| 4000.00000 8000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0029 601-94689 5.000 EACH| 2050.00000 10250.00| | GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 4.000 EACH| 3050.00000 12200.00| | GUARDRAIL END TREATMENT, MS | | | 0031 601-97080 2.000 EACH| 2050.00000 4100.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 2069.000 LFT | 8.75000 18103.75| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 601-99106 938.000 LFT | 15.75000 14773.50| | GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0034 601-99108 360.000 LFT | 12.50000 4500.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0035 602-06646 3000.000 LFT | 27.00000 81000.00| | TEMPORARY CONCRETE BARRIER | | | 0036 602-06729 16.000 EACH| 7.25000 116.00| | BARRIER DELINEATOR | | | 0037 610-05527 6050.000 TON | 34.50000 208725.00| | HMA FOR APPROACHES | | | 0038 610-06259 613.200 SYS | 43.00000 26367.60| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0039 611-52817 2.000 EACH| 30000.00000 60000.00| | TEMPORARY CROSSOVER, B | | | 0040 616-02320 386.000 SYS | 5.00000 1930.00| | GEOTEXTILES | | | 0041 616-06405 75.300 TON | 28.00000 2108.40| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES 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 616-51367 236.000 SYS | 55.00000 12980.00| | SLOPEWALL, CONCRETE, 4 IN. | | | 0043 619-05926 LUMP| 2500.00000 2500.00| | ENVIRONMENTAL CONTROL | | | 0044 619-51859 LUMP| 53000.00000 53000.00| | PAINT STEEL BRIDGE | | | 0045 619-61000 LUMP| 50000.00000 50000.00| | CLEAN STEEL BRIDGE | | | 0046 621-01004 2.000 EACH| 675.00000 1350.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 2.200 TON | 500.00000 1100.00| | FERTILIZER | | | 0048 621-06553 920.000 LBS | 3.50000 3220.00| | SEED MIXTURE, R | | | 0049 621-06565 10.800 TON | 400.00000 4320.00| | MULCHING MATERIAL | | | 0050 621-06574 123.500 SYS | 8.75000 1080.63| | SODDING | | | 0051 701-51190 2504.000 LFT | 31.00000 77624.00| | PILE, STEEL H, HP 10 X 42 | | | 0052 702-51005 718.400 CYS | 465.00000 334056.00| | CONCRETE, A, SUBSTRUCTURE | | | 0053 702-51015 26.600 CYS | 330.00000 8778.00| | CONCRETE, B, FOOTINGS | | | 0054 702-51863 104.000 EACH| 25.00000 2600.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0055 703-51030 45347.000 LBS | 0.60000 27208.20| | REINFORCING STEEL | | | 0056 703-51032 171413.000 LBS | 0.75000 128559.75| | REINFORCING STEEL, EPOXY COATED | | | 0057 704-05892 513.700 CYS | 400.00000 205480.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0058 706-05732 8.000 EACH| 1200.00000 9600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0059 706-51020 69.600 CYS | 340.00000 23664.00| | CONCRETE, C, RAILING | | | 0060 709-51821 LUMP| 12000.00000 12000.00| | SURFACE SEAL | | | 0061 711-51038 LUMP| 70000.00000 70000.00| | STRUCTURAL STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES 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 711-51070 72.000 EACH| 60.00000 4320.00| | ANCHOR PLATE, AP 1 | | | 0063 711-51864 360.000 EACH| 19.00000 6840.00| | DRILLED HOLE | | | 0064 711-51866 428.000 EACH| 9.50000 4066.00| | RIVET, REMOVE | | | 0065 711-51877 LUMP| 45000.00000 45000.00| | JACKING AND SUPPORTING BEAMS | | | 0066 711-95105 LUMP| 35000.00000 35000.00| | BEAM, STEEL, RESET | | | 0067 711-96800 6746.000 EACH| 1.75000 11805.50| | STUD SHEAR CONNECTOR | | | 0068 715-05053 320.000 LFT | 13.00000 4160.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0069 715-05119 400.000 LFT | 17.50000 7000.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0070 715-05203 4956.000 LFT | 3.25000 16107.00| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0071 715-05407 304.000 LFT | 12.00000 3648.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0072 718-06531 7.000 EACH| 375.00000 2625.00| | OUTLET PROTECTOR, 3 | | | 0073 718-52610 343.600 CYS | 39.00000 13400.40| | AGGREGATE FOR UNDERDRAINS | | | 0074 718-99153 4074.000 SYS | 1.40000 5703.60| | GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-44296 3.000 EACH| 435.00000 1305.00| | CAP INLET | | | 0076 720-45260 7.000 EACH| 600.00000 4200.00| | PIPE CATCH BASIN, 12 IN. | | | 0077 726-92406 36.000 EACH| 500.00000 18000.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0078 801-01851 LUMP| 25000.00000 25000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0079 801-03290 2.000 EACH| 225.00000 450.00| | CONSTRUCTION SIGN, C | | | 0080 801-03291 16.000 EACH| 70.00000 1120.00| | CONSTRUCTION SIGN, D | | | 0081 801-04308 4.000 EACH| 700.00000 2800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0082 801-06203 3705.000 LFT | 0.21000 778.05| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES 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 801-06207 20885.000 LFT | 0.92000 19214.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0084 801-06469 4670.000 LFT | 1.65000 7705.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0085 801-06577 102.000 LFT | 5.80000 591.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0086 801-06605 8.000 EACH| 175.00000 1400.00| | BARRICADE, IIIA | | | 0087 801-06606 5.000 EACH| 225.00000 1125.00| | BARRICADE, IIIB | | | 0088 801-06625 25.000 EACH| 70.00000 1750.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 40.000 EACH| 190.00000 7600.00| | CONSTRUCTION SIGN, A | | | 0090 801-06645 4.000 EACH| 54.00000 216.00| | CONSTRUCTION SIGN, B | | | 0091 801-06710 900.000 DAY | 12.50000 11250.00| | FLASHING ARROW SIGN | | | 0092 801-06775 LUMP| 45000.00000 45000.00| | MAINTAINING TRAFFIC | | | 0093 801-09133 3.000 EACH| 8500.00000 25500.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0094 801-97643 1728.000 LFT | 3.10000 5356.80| | TEMPORARY BUZZ STRIPS | | | 0095 802-03811 1.000 EACH| 10750.00000 10750.00| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | RESET | | | 0096 802-06031 8.200 CYS | 460.00000 3772.00| | SIGN FOUNDATION, CONCRETE | | | 0097 802-99392 1.000 EACH| 2450.00000 2450.00| | OVERHEAD SIGN STRUCTURE, RESET, | | | CANTILEVER DOUBLE ARM | | | 0098 805-06592 600.000 LFT | 10.25000 6150.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0099 805-86838 2400.000 LFT | 0.95000 2280.00| | WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0100 807-82054 2.000 EACH| 2250.00000 4500.00| | UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 807-87605 8.000 EACH| 84.00000 672.00| | LUMINAIRE UNDERPASS, INSTALL | | | 0102 807-96482 LUMP| 1275.00000 1275.00| | BREAKER BOX, LIGHTING CONDUIT, AND | | | UNDERPASS LUMINAIRE, REMOVE | | | 0103 808-06701 633.000 LFT | 0.77000 487.41| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0104 808-06703 150.000 LFT | 0.40000 60.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0105 808-06714 3025.000 LFT | 0.25000 756.25| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0106 808-06716 8050.000 LFT | 0.40000 3220.00| | LINE, REMOVE | | | 0107 808-75051 3261.000 LFT | 1.35000 4402.35| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0108 808-75053 418.000 LFT | 3.15000 1316.70| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0109 808-75054 3260.000 LFT | 1.35000 4401.00| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0110 808-75059 928.000 LFT | 2.30000 2134.40| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0111 808-75245 2827.000 LFT | 0.40000 1130.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0112 808-75260 81.000 LFT | 1.70000 137.70| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0113 808-75998 129.000 EACH| 25.00000 3225.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0114 206-51230 7360.000 CYS | 7.00000 51520.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0115 203-02070 2820.000 CYS | 21.00000 59220.00| | BORROW , SPECIAL | | | 0116 602-06639 3000.000 LFT | 27.00000 81000.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0117 601-04746 2.000 EACH| 5000.00000 10000.00| | ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 420 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,337,469.24 ROUTE : NUS 50 CALL ORDER : 420 CONTRACT ID : B -25798-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES 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 TOTALS | $ 3,286,937.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,286,937.86| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/30/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N620001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 4,689,595.59 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,900,527.39 104.4978% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 5,182,914.83 110.5194% 4 35-1106884 ELLAS CONSTRUCTION CO $ 6,266,873.83 133.6335% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0918397 |(3) 35-1035114 |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO 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| 350000.00000 350000.00| 54000.00000 54000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1676.11000 30169.98| 2000.00000 36000.00| 1200.00000 21600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 235000.00000 235000.00| 245000.00000 245000.00| 250000.00000 250000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21500.00000 21500.00| 72000.00000 72000.00| 75000.00000 75000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 6234.500 m2 | 5.19000 32357.06| 8.25000 51434.63| 7.00000 43641.50 PAVEMENT, REMOVE | | | 0006 202-02241 816.000 m | 7.80000 6364.80| 7.80000 6364.80| 3.50000 2856.00 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 50000.00000 50000.00| 237495.58000 237495.58| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 2220.000 m2 | 3.64000 8080.80| 4.00000 8880.00| 3.35000 7437.00 SURFACE MILLING, ASPHALT | | | 0009 202-96133 6.200 m | 19.38000 120.16| 80.00000 496.00| 30.00000 186.00 PIPE, REMOVE | | | 0010 203-02000 12968.000 m3 | 14.95000 193871.60| 13.45000 174419.60| 9.43000 122288.24 EXCAVATION, COMMON | | | 0011 203-02070 12221.000 m3 | 3.08000 37640.68| 11.75000 143596.75| 0.01000 122.21 BORROW | | | 0012 204-02290 56.000 EACH| 180.94000 10132.64| 150.00000 8400.00| 100.00000 5600.00 SETTLEMENT PLATE | | | 0013 205-06931 31.500 Mg | 41.51000 1307.57| 85.00000 2677.50| 55.00000 1732.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 4.000 EACH| 60.00000 240.00| 60.00000 240.00| 60.00000 240.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0918397 |(3) 35-1035114 |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 340.000 m | 6.55000 2227.00| 6.55000 2227.00| 6.55000 2227.00 TEMPORARY SILT FENCE | | | 0016 207-06499 6940.800 m2 | 3.93000 27277.34| 2.00000 13881.60| 8.00000 55526.40 SUBGRADE TREATMENT | | | 0017 211-02050 28273.000 m3 | 0.50000 14136.50| 11.75000 332207.75| 12.00000 339276.00 B BORROW | | | 0018 211-02060 26728.500 m3 | 10.77000 287865.95| 11.80000 315396.30| 17.00000 454384.50 B BORROW FOR STRUCTURE BACKFILL | | | 0019 211-06467 139.200 m3 | 33.08000 4604.74| 40.00000 5568.00| 27.50000 3828.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 303-52308 520.600 Mg | 21.94000 11421.96| 25.00000 13015.00| 12.28000 6392.97 COMPACTED AGGREGATE, O, 53 | | | 0021 305-05204 26.100 Mg | 125.00000 3262.50| 153.00000 3993.30| 138.00000 3601.80 HMA FOR PATCHING | | | 0022 305-05206 19.000 Mg | 189.47000 3599.93| 200.00000 3800.00| 88.00000 1672.00 WIDENING WITH HMA | | | 0023 401-05437 7365.000 Mg | 28.70000 211375.50| 32.40000 238626.00| 28.70000 211375.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 2402.000 Mg | 32.25000 77464.50| 34.60000 83109.20| 32.25000 77464.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 1348.000 Mg | 34.25000 46169.00| 43.00000 57964.00| 34.25000 46169.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 406-05520 9.500 Mg | 400.00000 3800.00| 458.00000 4351.00| 400.00000 3800.00 ASPHALT FOR TACK COAT | | | 0027 601-01522 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1495.00000 2990.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-04746 4.000 EACH| 6000.00000 24000.00| 6000.00000 24000.00| 2000.00000 8000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0029 601-94689 2.000 EACH| 2425.00000 4850.00| 2425.00000 4850.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 1.000 EACH| 850.00000 850.00| 850.00000 850.00| 1050.00000 1050.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 22.860 m | 40.00000 914.40| 40.00000 914.40| 68.00000 1554.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06639 532.000 m | 50.09000 26647.88| 55.00000 29260.00| 31.18000 16587.76 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 604-06069 53.200 m2 | 60.00000 3192.00| 80.00000 4256.00| 127.25000 6769.70 CURB RAMP, CONCRETE | | | 0034 604-06070 1743.600 m2 | 32.50000 56667.00| 33.25000 57974.70| 32.00000 55795.20 SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0918397 |(3) 35-1035114 |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 605-06150 1448.000 m | 35.00000 50680.00| 45.60000 66028.80| 40.00000 57920.00 CURB AND GUTTER, C, CONCRETE | | | 0036 605-06215 580.300 m | 88.00000 51066.40| 79.00000 45843.70| 88.00000 51066.40 CENTER CURB, D, CONCRETE | | | 0037 610-05527 658.000 Mg | 52.00000 34216.00| 44.50000 29281.00| 59.00000 38822.00 HMA FOR APPROACHES | | | 0038 610-06257 778.000 m2 | 71.16000 55362.48| 55.00000 42790.00| 65.00000 50570.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0039 611-05330 665.600 m2 | 43.00000 28620.80| 49.50000 32947.20| 48.00000 31948.80 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 3.000 EACH| 175.00000 525.00| 175.00000 525.00| 125.00000 375.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 165.00000 165.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06490 12.000 EACH| 112.00000 1344.00| 112.00000 1344.00| 115.00000 1380.00 RIGHT OF WAY MARKER | | | 0043 615-06505 10.000 EACH| 450.00000 4500.00| 300.00000 3000.00| 550.00000 5500.00 MONUMENT, B | | | 0044 615-06527 1.000 EACH| 425.00000 425.00| 600.00000 600.00| 850.00000 850.00 MONUMENT, SECTION CORNER | | | 0045 615-97797 2.000 EACH| 403.72000 807.44| 500.00000 1000.00| 400.00000 800.00 PLAQUE, BRONZE | | | 0046 616-02320 86.300 m2 | 3.50000 302.05| 5.00000 431.50| 3.00000 258.90 GEOTEXTILES | | | 0047 616-06405 30.100 Mg | 55.04000 1656.70| 80.00000 2408.00| 100.00000 3010.00 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 1.100 Mg | 790.00000 869.00| 790.00000 869.00| 790.00000 869.00 FERTILIZER | | | 0050 621-06548 10.700 kg | 49.50000 529.65| 50.00000 535.00| 49.50000 529.65 SEED MIXTURE, CV | | | 0051 621-06554 205.600 kg | 9.56000 1965.54| 10.00000 2056.00| 9.56000 1965.54 SEED MIXTURE, U | | | 0052 621-06565 5.600 Mg | 603.00000 3376.80| 603.00000 3376.80| 603.00000 3376.80 MULCHING MATERIAL | | | 0053 621-06567 47.100 kL | 0.55000 25.91| 0.55000 25.91| 0.55000 25.91 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0918397 |(3) 35-1035114 |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06575 2616.700 m2 | 4.12000 10780.80| 4.00000 10466.80| 4.12000 10780.80 SODDING, NURSERY | | | 0056 702-51005 228.400 m3 | 400.00000 91360.00| 275.00000 62810.00| 700.00000 159880.00 CONCRETE, A, SUBSTRUCTURE | | | 0057 702-93722 403.200 m3 | 250.00000 100800.00| 175.00000 70560.00| 700.00000 282240.00 CONCRETE, C | | | 0058 703-51032 95979.000 kg | 1.44000 138209.76| 1.50000 143968.50| 2.00000 191958.00 REINFORCING STEEL, EPOXY COATED | | | 0059 703-97936 342.000 EACH| 27.03000 9244.26| 16.00000 5472.00| 15.00000 5130.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0060 704-51002 420.000 m3 | 575.00000 241500.00| 900.00000 378000.00| 700.00000 294000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-06349 566.000 m | 315.00000 178290.00| 350.00000 198100.00| 300.00000 169800.00 RAILING, TX | | | 0062 706-06372 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 5000.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0063 707-06831 387.000 m | 450.00000 174150.00| 1300.00000 503100.00| 500.00000 193500.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0064 709-51821 LUMP| 8450.00000 8450.00| 7000.00000 7000.00| 8450.00000 8450.00 SURFACE SEAL | | | 0065 715-04612 24.500 m | 126.30000 3094.35| 180.00000 4410.00| 190.00000 4655.00 PIPE , REINFORCED, III, 600 mm | | | 0066 715-05149 929.000 m | 55.53000 51587.37| 60.00000 55740.00| 80.00000 74320.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0067 715-05151 317.800 m | 68.71000 21836.04| 80.00000 25424.00| 100.00000 31780.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0068 715-05152 299.800 m | 74.79000 22422.04| 90.00000 26982.00| 125.00000 37475.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0069 715-05153 19.200 m | 88.97000 1708.22| 110.00000 2112.00| 1250.00000 24000.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0070 715-05154 488.700 m | 110.39000 53947.59| 120.00000 58644.00| 225.00000 109957.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0071 715-46000 7.000 EACH| 177.20000 1240.40| 200.00000 1400.00| 240.00000 1680.00 PIPE END SECTION, 300 mm | | | 0072 715-46005 1.000 EACH| 194.70000 194.70| 220.00000 220.00| 260.00000 260.00 PIPE END SECTION, 375 mm | | | 0073 715-46020 1.000 EACH| 303.30000 303.30| 400.00000 400.00| 390.00000 390.00 PIPE END SECTION, 600 mm | | | 0074 716-04832 17.100 m | 1057.68000 18086.33| 1150.00000 19665.00| 1270.00000 21717.00 PIPE CASING, , 900 mm, JACK AND BORE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0918397 |(3) 35-1035114 |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 716-93857 24.500 m | 355.68000 8714.16| 1100.00000 26950.00| 310.00000 7595.00 PIPE, JACKED, 600 mm | | | 0076 720-44000 2.000 EACH| 553.31000 1106.62| 250.00000 500.00| 230.00000 460.00 CASTING, ADJUST TO GRADE | | | 0077 720-45045 7.000 EACH| 1712.40000 11986.80| 1100.00000 7700.00| 1115.00000 7805.00 INLET, J10 | | | 0078 720-45075 1.000 EACH| 1877.91000 1877.91| 1100.00000 1100.00| 1180.00000 1180.00 INLET, R13 | | | 0079 720-45250 27.000 EACH| 1722.05000 46495.35| 1300.00000 35100.00| 1275.00000 34425.00 CATCH BASIN, K10 | | | 0080 720-45410 19.000 EACH| 2044.63000 38847.97| 1200.00000 22800.00| 2175.00000 41325.00 MANHOLE, C4 | | | 0081 720-45415 3.000 EACH| 2525.00000 7575.00| 1400.00000 4200.00| 2255.00000 6765.00 MANHOLE, D4 | | | 0082 720-45510 12.000 EACH| 2338.30000 28059.60| 1600.00000 19200.00| 2220.00000 26640.00 MANHOLE, C4, MODIFIED | | | 0083 720-45515 1.000 EACH| 2525.01000 2525.01| 1600.00000 1600.00| 2665.00000 2665.00 MANHOLE, D4, MODIFIED | | | 0084 720-90984 3.000 EACH| 2363.29000 7089.87| 1750.00000 5250.00| 2190.00000 6570.00 MANHOLE, C2 | | | 0085 720-91352 1.000 EACH| 1820.91000 1820.91| 1100.20000 1100.20| 1350.00000 1350.00 CATCH BASIN, F7 | | | 0086 728-98377 LUMP| 11250.00000 11250.00| 15000.00000 15000.00| 11250.00000 11250.00 MASONRY COATING | | | 0087 731-93945 4476.600 m2 | 95.05000 425500.83| 80.00000 358128.00| 64.00000 286502.40 FACE PANELS, CONCRETE | | | 0088 731-93946 4476.600 m2 | 150.00000 671490.00| 32.60000 145937.16| 35.00000 156681.00 WALL ERECTION | | | 0089 731-93947 640.000 m | 55.00000 35200.00| 35.00000 22400.00| 200.00000 128000.00 LEVELING PAD, CONCRETE | | | 0090 801-04308 1.000 EACH| 148.00000 148.00| 148.00000 148.00| 148.00000 148.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06203 8240.000 m | 0.59000 4861.60| 0.59000 4861.60| 0.59000 4861.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0092 801-06207 1068.000 m | 2.62000 2798.16| 2.62000 2798.16| 2.62000 2798.16 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0093 801-06606 4.000 EACH| 126.00000 504.00| 126.00000 504.00| 126.00000 504.00 BARRICADE, IIIB | | | 0094 801-06640 18.000 EACH| 89.00000 1602.00| 89.00000 1602.00| 89.00000 1602.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0918397 |(3) 35-1035114 |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 801-06645 6.000 EACH| 35.00000 210.00| 35.00000 210.00| 35.00000 210.00 CONSTRUCTION SIGN, B | | | 0096 801-06775 LUMP| 72387.72000 72387.72| 30000.00000 30000.00| 408000.00000 408000.00 MAINTAINING TRAFFIC | | | 0097 808-03002 30.300 m | 35.00000 1060.50| 35.00000 1060.50| 10.00000 303.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0098 808-03632 121.300 m | 35.00000 4245.50| 35.00000 4245.50| 10.00000 1213.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0099 808-06701 364.600 m | 2.00000 729.20| 2.00000 729.20| 1.20000 437.52 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0100 808-06703 431.400 m | 2.00000 862.80| 2.00000 862.80| 1.20000 517.68 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0101 808-75245 560.000 m | 2.00000 1120.00| 2.00000 1120.00| 1.20000 672.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0102 808-75297 32.100 m | 12.00000 385.20| 12.00000 385.20| 9.00000 288.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0103 808-75300 26.400 m | 6.00000 158.40| 6.00000 158.40| 1.90000 50.16 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0104 808-75998 86.000 EACH| 48.00000 4128.00| 48.00000 4128.00| 50.00000 4300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0105 701-04576 1213.700 m | 106.84000 129671.71| 100.00000 121370.00| 75.00000 91027.50 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.9 mm, 356 mm | | | 0106 621-02770 2253.000 m2 | 1.95000 4393.35| 1.95000 4393.35| 1.95000 4393.35 EROSION CONTROL BLANKET | | | SECTION TOTALS | $ 4,689,595.59| $ 4,900,527.39| $ 5,182,914.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,689,595.59| $ 4,900,527.39| $ 5,182,914.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | 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| 90000.00000 90000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 2700.00000 48600.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 310000.00000 310000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 90000.00000 90000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 6234.500 m2 | 9.15000 57045.68| | PAVEMENT, REMOVE | | | 0006 202-02241 816.000 m | 7.80000 6364.80| | GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 126000.00000 126000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 2220.000 m2 | 4.00000 8880.00| | SURFACE MILLING, ASPHALT | | | 0009 202-96133 6.200 m | 53.00000 328.60| | PIPE, REMOVE | | | 0010 203-02000 12968.000 m3 | 17.70000 229533.60| | EXCAVATION, COMMON | | | 0011 203-02070 12221.000 m3 | 17.90000 218755.90| | BORROW | | | 0012 204-02290 56.000 EACH| 100.00000 5600.00| | SETTLEMENT PLATE | | | 0013 205-06931 31.500 Mg | 77.11000 2428.97| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 4.000 EACH| 60.00000 240.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 340.000 m | 6.55000 2227.00| | TEMPORARY SILT FENCE | | | 0016 207-06499 6940.800 m2 | 4.40000 30539.52| | SUBGRADE TREATMENT | | | 0017 211-02050 28273.000 m3 | 18.40000 520223.20| | B BORROW | | | 0018 211-02060 26728.500 m3 | 18.40000 491804.40| | B BORROW FOR STRUCTURE BACKFILL | | | 0019 211-06467 139.200 m3 | 34.50000 4802.40| | AGGREGATE FOR END BENT BACKFILL | | | 0020 303-52308 520.600 Mg | 27.00000 14056.20| | COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 305-05204 26.100 Mg | 103.00000 2688.30| | HMA FOR PATCHING | | | 0022 305-05206 19.000 Mg | 133.00000 2527.00| | WIDENING WITH HMA | | | 0023 401-05437 7365.000 Mg | 32.15000 236784.75| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 2402.000 Mg | 34.45000 82748.90| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 1348.000 Mg | 47.65000 64232.20| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 406-05520 9.500 Mg | 570.00000 5415.00| | ASPHALT FOR TACK COAT | | | 0027 601-01522 2.000 EACH| 1600.00000 3200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-04746 4.000 EACH| 6000.00000 24000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0029 601-94689 2.000 EACH| 2425.00000 4850.00| | GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 1.000 EACH| 850.00000 850.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 22.860 m | 40.00000 914.40| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06639 532.000 m | 57.68000 30685.76| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 604-06069 53.200 m2 | 127.25000 6769.70| | CURB RAMP, CONCRETE | | | 0034 604-06070 1743.600 m2 | 33.10000 57713.16| | SIDEWALK, CONCRETE | | | 0035 605-06150 1448.000 m | 43.60000 63132.80| | CURB AND GUTTER, C, CONCRETE | | | 0036 605-06215 580.300 m | 86.00000 49905.80| | CENTER CURB, D, CONCRETE | | | 0037 610-05527 658.000 Mg | 55.00000 36190.00| | HMA FOR APPROACHES | | | 0038 610-06257 778.000 m2 | 44.75000 34815.50| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0039 611-05330 665.600 m2 | 47.15000 31383.04| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 611-06497 3.000 EACH| 175.00000 525.00| | MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 1.000 EACH| 200.00000 200.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06490 12.000 EACH| 112.00000 1344.00| | RIGHT OF WAY MARKER | | | 0043 615-06505 10.000 EACH| 450.00000 4500.00| | MONUMENT, B | | | 0044 615-06527 1.000 EACH| 425.00000 425.00| | MONUMENT, SECTION CORNER | | | 0045 615-97797 2.000 EACH| 850.00000 1700.00| | PLAQUE, BRONZE | | | 0046 616-02320 86.300 m2 | 2.50000 215.75| | GEOTEXTILES | | | 0047 616-06405 30.100 Mg | 77.10000 2320.71| | RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH| 900.00000 1800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 1.100 Mg | 790.00000 869.00| | FERTILIZER | | | 0050 621-06548 10.700 kg | 49.50000 529.65| | SEED MIXTURE, CV | | | 0051 621-06554 205.600 kg | 9.60000 1973.76| | SEED MIXTURE, U | | | 0052 621-06565 5.600 Mg | 600.00000 3360.00| | MULCHING MATERIAL | | | 0053 621-06567 47.100 kL | 0.55000 25.91| | WATER | | | 0054 621-06575 2616.700 m2 | 4.12000 10780.80| | SODDING, NURSERY | | | 0056 702-51005 228.400 m3 | 750.00000 171300.00| | CONCRETE, A, SUBSTRUCTURE | | | 0057 702-93722 403.200 m3 | 600.00000 241920.00| | CONCRETE, C | | | 0058 703-51032 95979.000 kg | 1.60000 153566.40| | REINFORCING STEEL, EPOXY COATED | | | 0059 703-97936 342.000 EACH| 18.00000 6156.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0060 704-51002 420.000 m3 | 570.00000 239400.00| | CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 706-06349 566.000 m | 280.00000 158480.00| | RAILING, TX | | | 0062 706-06372 2.000 EACH| 1700.00000 3400.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0063 707-06831 387.000 m | 515.00000 199305.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0064 709-51821 LUMP| 8400.00000 8400.00| | SURFACE SEAL | | | 0065 715-04612 24.500 m | 230.00000 5635.00| | PIPE , REINFORCED, III, 600 mm | | | 0066 715-05149 929.000 m | 116.00000 107764.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0067 715-05151 317.800 m | 136.00000 43220.80| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0068 715-05152 299.800 m | 165.00000 49467.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0069 715-05153 19.200 m | 211.00000 4051.20| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0070 715-05154 488.700 m | 275.00000 134392.50| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0071 715-46000 7.000 EACH| 230.00000 1610.00| | PIPE END SECTION, 300 mm | | | 0072 715-46005 1.000 EACH| 300.00000 300.00| | PIPE END SECTION, 375 mm | | | 0073 715-46020 1.000 EACH| 560.00000 560.00| | PIPE END SECTION, 600 mm | | | 0074 716-04832 17.100 m | 1570.00000 26847.00| | PIPE CASING, , 900 mm, JACK AND BORE | | | 0075 716-93857 24.500 m | 1370.00000 33565.00| | PIPE, JACKED, 600 mm | | | 0076 720-44000 2.000 EACH| 230.00000 460.00| | CASTING, ADJUST TO GRADE | | | 0077 720-45045 7.000 EACH| 1280.00000 8960.00| | INLET, J10 | | | 0078 720-45075 1.000 EACH| 870.00000 870.00| | INLET, R13 | | | 0079 720-45250 27.000 EACH| 1210.00000 32670.00| | CATCH BASIN, K10 | | | 0080 720-45410 19.000 EACH| 930.00000 17670.00| | MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 720-45415 3.000 EACH| 1325.00000 3975.00| | MANHOLE, D4 | | | 0082 720-45510 12.000 EACH| 1220.00000 14640.00| | MANHOLE, C4, MODIFIED | | | 0083 720-45515 1.000 EACH| 1660.00000 1660.00| | MANHOLE, D4, MODIFIED | | | 0084 720-90984 3.000 EACH| 1380.00000 4140.00| | MANHOLE, C2 | | | 0085 720-91352 1.000 EACH| 1070.00000 1070.00| | CATCH BASIN, F7 | | | 0086 728-98377 LUMP| 11200.00000 11200.00| | MASONRY COATING | | | 0087 731-93945 4476.600 m2 | 235.00000 1052001.00| | FACE PANELS, CONCRETE | | | 0088 731-93946 4476.600 m2 | 51.20000 229201.92| | WALL ERECTION | | | 0089 731-93947 640.000 m | 100.00000 64000.00| | LEVELING PAD, CONCRETE | | | 0090 801-04308 1.000 EACH| 150.00000 150.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06203 8240.000 m | 0.60000 4944.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0092 801-06207 1068.000 m | 2.60000 2776.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0093 801-06606 4.000 EACH| 126.00000 504.00| | BARRICADE, IIIB | | | 0094 801-06640 18.000 EACH| 89.00000 1602.00| | CONSTRUCTION SIGN, A | | | 0095 801-06645 6.000 EACH| 35.00000 210.00| | CONSTRUCTION SIGN, B | | | 0096 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0097 808-03002 30.300 m | 35.00000 1060.50| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0098 808-03632 121.300 m | 35.00000 4245.50| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0099 808-06701 364.600 m | 1.20000 437.52| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0100 808-06703 431.400 m | 1.20000 517.68| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 430 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,396,000.00 ROUTE : RIDGE ROAD (HOBART) CALL ORDER : 430 CONTRACT ID : B -25896-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 808-75245 560.000 m | 1.20000 672.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0102 808-75297 32.100 m | 9.00000 288.90| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0103 808-75300 26.400 m | 1.50000 39.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0104 808-75998 86.000 EACH| 75.00000 6450.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0105 701-04576 1213.700 m | 140.00000 169918.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.9 mm, 356 mm | | | 0106 621-02770 2253.000 m2 | 1.95000 4393.35| | EROSION CONTROL BLANKET | | | SECTION TOTALS | $ 6,266,873.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,266,873.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 436 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 181,902.08 ROUTE : SR 114 CALL ORDER : 436 CONTRACT ID : B -25918-B COUNTIES : PULASKI LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/18/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1661009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 180,859.74 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 183,943.74 101.7051% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 | |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 500.00000 4500.00| 892.00000 8028.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 1307.00000 1307.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 9271.93000 9271.93| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 106.000 m2 | 14.38000 1524.28| 31.36000 3324.16| PAVEMENT, REMOVE | | | 0005 202-02241 140.000 m | 11.00000 1540.00| 6.25000 875.00| GUARDRAIL, REMOVE | | | 0006 202-51133 18.000 m | 7.00000 126.00| 5.25000 94.50| RAILING, REMOVE | | | 0007 202-51328 LUMP| 37000.00000 37000.00| 32083.19000 32083.19| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 284.000 m2 | 8.00000 2272.00| 9.17000 2604.28| SURFACE MILLING, ASPHALT | | | 0009 203-02080 0.260 km | 30000.00000 7800.00| 7617.62000 1980.58| LINEAR GRADING | | | 0010 303-52308 245.000 Mg | 16.53000 4049.85| 26.42000 6472.90| COMPACTED AGGREGATE, O, 53 | | | 0011 404-05511 386.000 m2 | 4.25000 1640.50| 3.95000 1524.70| SEAL COAT, 2 | | | 0012 406-05521 747.000 m2 | 0.15000 112.05| 0.10000 74.70| ASPHALT FOR TACK COAT | | | 0013 601-01522 2.000 EACH| 1300.00000 2600.00| 1175.00000 2350.00| GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-01700 1.000 EACH| 1800.00000 1800.00| 1625.00000 1625.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 436 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 181,902.08 ROUTE : SR 114 CALL ORDER : 436 CONTRACT ID : B -25918-B COUNTIES : PULASKI LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 | |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 3.000 EACH| 2300.00000 6900.00| 1980.00000 5940.00| GUARDRAIL END TREATMENT, OS | | | 0016 601-97774 1.000 EACH| 1100.00000 1100.00| 900.00000 900.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0017 601-99105 145.000 m | 33.60000 4872.00| 29.00000 4205.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06729 8.000 EACH| 15.00000 120.00| 3.95000 31.60| BARRIER DELINEATOR | | | 0019 610-05527 120.000 Mg | 115.00000 13800.00| 97.00000 11640.00| HMA FOR APPROACHES | | | 0020 610-06259 162.000 m2 | 55.00000 8910.00| 107.74000 17453.88| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0021 616-02320 212.000 m2 | 3.60000 763.20| 4.91000 1040.92| GEOTEXTILES | | | 0022 616-06405 110.000 Mg | 26.40000 2904.00| 62.56000 6881.60| RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 400.00000 400.00| 300.00000 300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 300.000 m2 | 2.35000 705.00| 2.02000 606.00| MULCHED SEEDING, R | | | 0025 621-06574 44.000 m2 | 30.00000 1320.00| 25.20000 1108.80| SODDING | | | 0026 702-51005 2.800 m3 | 571.00000 1598.80| 1185.11000 3318.31| CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51863 72.000 EACH| 7.00000 504.00| 10.96000 789.12| FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 2383.000 kg | 1.10000 2621.30| 1.12000 2668.96| REINFORCING STEEL | | | 0029 703-51032 1432.000 kg | 1.35000 1933.20| 1.30000 1861.60| REINFORCING STEEL, EPOXY COATED | | | 0030 704-51002 2.200 m3 | 954.55000 2100.01| 3906.05000 8593.31| CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-03278 2.000 EACH| 1500.00000 3000.00| 1964.84000 3929.68| CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED TBC | | | 0032 706-05732 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51025 10.000 m | 300.00000 3000.00| 188.07000 1880.70| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 436 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 181,902.08 ROUTE : SR 114 CALL ORDER : 436 CONTRACT ID : B -25918-B COUNTIES : PULASKI LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 | |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 709-51821 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| SURFACE SEAL | | | 0035 722-51842 99.000 m2 | 70.00000 6930.00| 162.82000 16119.18| BRIDGE DECK OVERLAY | | | 0036 722-51846 0.900 m3 | 434.50000 391.05| 434.50000 391.05| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0037 722-51852 13.000 m2 | 75.00000 975.00| 116.98000 1520.74| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0038 722-60824 86.000 m2 | 6.00000 516.00| 16.31000 1402.66| SURFACE MILLING | | | 0039 724-03276 23.000 m | 200.00000 4600.00| 291.92000 6714.16| EXPANSION JOINT SEALING SYSTEM | | | 0040 801-04308 5.000 EACH| 320.00000 1600.00| 96.00000 480.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06605 6.000 EACH| 100.00000 600.00| 64.00000 384.00| BARRICADE, IIIA | | | 0042 801-06606 4.000 EACH| 120.00000 480.00| 78.00000 312.00| BARRICADE, IIIB | | | 0043 801-06625 38.000 EACH| 80.00000 3040.00| 38.00000 1444.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 11.000 EACH| 130.00000 1430.00| 62.00000 682.00| CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH| 70.00000 140.00| 19.00000 38.00| CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 5000.00000 5000.00| 2039.06000 2039.06| MAINTAINING TRAFFIC | | | 0047 808-06712 21.000 m | 4.50000 94.50| 0.81000 17.01| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0048 808-06713 166.000 m | 4.50000 747.00| 0.81000 134.46| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 601-01522 2.000 EACH| 1700.00000 3400.00| 1300.00000 2600.00| GUARDRAIL TRANSITION TYPE TGB , MODIFIED| | | SECTION TOTALS | $ 180,859.74| $ 183,943.74| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 180,859.74| $ 183,943.74| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,044,280.20 ROUTE : CR 650S CALL ORDER : 440 CONTRACT ID : B -26046-A COUNTIES : FULTON LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9925012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 1,042,584.41 100.0000% ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 9.000 MOS | 973.16000 8758.44| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2933.56000 2933.56| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 52117.69000 52117.69| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11017.07000 11017.07| | CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP| 235640.62000 235640.62| | PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 549.000 m3 | 27.96000 15350.04| | EXCAVATION, COMMON | | | 0009 205-02224 250.000 m | 7.85000 1962.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02236 6.000 EACH| 60.00000 360.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 206-51220 200.000 m3 | 81.89000 16378.00| | EXCAVATION, WET | | | 0012 211-01126 882.000 Mg | 20.40000 17992.80| | SLAG FILL | | | 0013 211-02060 20.000 m3 | 43.11000 862.20| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 40.000 m3 | 37.14000 1485.60| | AGGREGATE FOR END BENT BACKFILL | | | 0015 402-05468 165.000 Mg | 55.00000 9075.00| | HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 177.000 Mg | 55.00000 9735.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,044,280.20 ROUTE : CR 650S CALL ORDER : 440 CONTRACT ID : B -26046-A COUNTIES : FULTON LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 402-05477 79.000 Mg | 62.00000 4898.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 72.000 Mg | 55.00000 3960.00| | HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 396.000 m2 | 5.60000 2217.60| | SEAL COAT, 2 | | | 0020 405-05518 1810.000 m2 | 1.00000 1810.00| | ASPHALT FOR PRIME COAT | | | 0021 406-05521 2117.000 m2 | 0.10000 211.70| | ASPHALT FOR TACK COAT | | | 0022 501-05090 164.000 m2 | 63.63000 10435.32| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0023 601-01128 1.000 EACH| 1295.00000 1295.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0024 601-01846 1.000 EACH| 1965.00000 1965.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 604-06069 14.000 m2 | 98.38000 1377.32| | CURB RAMP, CONCRETE | | | 0026 604-91531 90.000 m2 | 56.19000 5057.10| | SIDEWALK, CONCRETE, 100 mm | | | 0027 605-06150 50.000 m | 92.89000 4644.50| | CURB AND GUTTER, C, CONCRETE | | | 0028 607-06335 7.000 m | 267.59000 1873.13| | PAVED SIDE DITCH, A | | | 0029 610-05527 73.000 Mg | 75.00000 5475.00| | HMA FOR APPROACHES | | | 0030 611-06497 5.000 EACH| 110.00000 550.00| | MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06535 1.000 EACH| 500.00000 500.00| | BENCH MARK POST, RESET | | | 0032 615-97797 1.000 EACH| 1205.25000 1205.25| | PLAQUE, BRONZE | | | 0033 616-02305 85.000 m3 | 74.70000 6349.50| | GABIONS | | | 0034 616-02320 479.000 m2 | 1.75000 838.25| | GEOTEXTILES | | | 0035 616-06425 193.000 m2 | 36.27000 7000.11| | RIPRAP, GROUTED, 300 mm | | | 0036 617-04488 1150.000 m2 | 3.86000 4439.00| | GEOGRID, SUBGRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,044,280.20 ROUTE : CR 650S CALL ORDER : 440 CONTRACT ID : B -26046-A COUNTIES : FULTON LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 621-01004 1.000 EACH| 200.00000 200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06567 14.000 kL | 0.55000 7.70| | WATER | | | 0039 621-06575 761.000 m2 | 5.52000 4200.72| | SODDING, NURSERY | | | 0040 622-05651 7.000 EACH| 1000.00000 7000.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0041 701-98647 1449.000 m | 38.87000 56322.63| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0042 702-51110 1119.000 kg | 6.43000 7195.17| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0043 702-90915 89.800 m3 | 345.41000 31017.82| | CONCRETE, A | | | 0044 702-93722 293.000 m3 | 471.44000 138131.92| | CONCRETE, C | | | 0045 702-94656 71.600 m3 | 1653.88000 118417.81| | CONCRETE, B | | | 0046 703-51030 6936.000 kg | 1.09000 7560.24| | REINFORCING STEEL | | | 0047 703-51032 54704.000 kg | 0.95000 51968.80| | REINFORCING STEEL, EPOXY COATED | | | 0048 706-06349 107.430 m | 278.80000 29951.48| | RAILING, TX | | | 0049 706-06372 4.000 EACH| 2100.00000 8400.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0051 709-51821 LUMP| 5500.00000 5500.00| | SURFACE SEAL | | | 0052 715-03795 29.000 m | 64.95000 1883.55| | PIPE, DUCTILE IRON, 150 mm | | | 0053 715-05149 68.500 m | 78.39000 5369.72| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0054 715-05407 33.000 m | 58.89000 1943.37| | PIPE, END BENT DRAIN, 150 mm | | | 0055 715-05428 8.500 m | 339.95000 2889.58| | PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0056 719-35020 15.000 m | 63.28000 949.20| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,044,280.20 ROUTE : CR 650S CALL ORDER : 440 CONTRACT ID : B -26046-A COUNTIES : FULTON LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 719-35025 15.000 m | 63.28000 949.20| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0058 720-06607 1.000 EACH| 924.23000 924.23| | SLOTTED DRAIN PIPE CLEANOUT PORT | | | 0059 720-45045 3.000 EACH| 2045.61000 6136.83| | INLET, J10 | | | 0060 720-45055 2.000 EACH| 2045.61000 4091.22| | INLET, M10 | | | 0061 720-92240 1.000 EACH| 4494.13000 4494.13| | CATCH BASIN, W4 | | | 0062 720-96554 2.000 EACH| 1697.07000 3394.14| | INLET, M13, MODIFIED | | | 0063 721-98445 1.000 EACH| 947.07000 947.07| | AUTOMATIC DRAINAGE GATE, 150 mm | | | 0064 801-04308 4.000 EACH| 142.00000 568.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 4.000 EACH| 82.00000 328.00| | BARRICADE, IIIA | | | 0066 801-06606 4.000 EACH| 109.00000 436.00| | BARRICADE, IIIB | | | 0067 801-06625 10.000 EACH| 59.00000 590.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 1.000 EACH| 78.00000 78.00| | CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP| 1836.51000 1836.51| | MAINTAINING TRAFFIC | | | 0070 802-05701 9.000 m | 23.03000 207.27| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0071 802-76035 1.120 m2 | 162.94000 182.49| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0072 804-06770 2.000 EACH| 15.87000 31.74| | DELINEATOR POST | | | 0073 808-03631 132.000 m | 12.00000 1584.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0074 808-03632 132.000 m | 12.00000 1584.00| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0075 808-75205 348.000 m | 1.10000 382.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,044,280.20 ROUTE : CR 650S CALL ORDER : 440 CONTRACT ID : B -26046-A COUNTIES : FULTON LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-75245 468.000 m | 1.10000 514.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0077 707-05983 426.096 m | 198.65000 84643.97| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | SECTION TOTALS | $ 1,042,584.41| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,042,584.41| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,000.00 ROUTE : I-65&74;SR25,225,163 CALL ORDER : 450 CONTRACT ID : B -26086-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT VERMILLION CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1645115 THREE STAR PAINTING $ 596,595.91 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. $ 634,800.00 106.4036% 3 35-1841931 VENUS PAINTING COMPANY $ 646,000.00 108.2809% 4 35-1131315 FIVE STAR PAINTING, INC. $ 727,328.00 121.9130% 5 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 791,548.00 132.6774% 6 34-1564476 NORTH STAR PAINTING CO $ 1,387,779.00 232.6162% 7 59-3105837 V H P ENTERPRISES, INC. $ 1,452,110.00 243.3992% ==================================================================================================================================== |(1) 35-1645115 |(2) 35-2019240 |(3) 35-1841931 |THREE STAR PAINTING |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06657 8.000 MOS | 125.00000 1000.00| 50.00000 400.00| 300.00000 2400.00 PHONE, CELLULAR | | | 0002 110-01001 LUMP| 29165.51000 29165.51| 20000.00000 20000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 8281.67000 8281.67| 20000.00000 20000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE Structure #1 | | | 0004 619-51859 LUMP| 6930.56000 6930.56| 20000.00000 20000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE Structure #2 | | | 0005 619-51859 LUMP| 6761.57000 6761.57| 20000.00000 20000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE Structure #3 | | | 0006 619-51859 LUMP| 8913.34000 8913.34| 20000.00000 20000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE Structure #4 | | | 0007 619-51859 LUMP| 22230.00000 22230.00| 120000.00000 120000.00| 60000.00000 60000.00 PAINT STEEL BRIDGE Structure #5 | | | 0008 619-51859 LUMP| 3245.12000 3245.12| 10000.00000 10000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE Structure #6 | | | 0009 619-51859 LUMP| 12337.65000 12337.65| 20000.00000 20000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE Structure #8 | | | 0010 619-51860 LUMP| 3346.27000 3346.27| 5000.00000 5000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE, PARTIAL Structure #7| | | 0011 619-60806 LUMP| 424.71000 424.71| 300.00000 300.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #1 | | | 0012 619-60806 LUMP| 355.42000 355.42| 300.00000 300.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,000.00 ROUTE : I-65&74;SR25,225,163 CALL ORDER : 450 CONTRACT ID : B -26086-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT VERMILLION SET-ASIDE : ==================================================================================================================================== |(1) 35-1645115 |(2) 35-2019240 |(3) 35-1841931 |THREE STAR PAINTING |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-60806 LUMP| 346.75000 346.75| 300.00000 300.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #3 | | | 0014 619-60806 LUMP| 457.10000 457.10| 300.00000 300.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #4 | | | 0015 619-60806 LUMP| 220.00000 220.00| 220.00000 220.00| 10000.00000 10000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #5 | | | 0016 619-60806 LUMP| 166.42000 166.42| 300.00000 300.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #6 | | | 0017 619-60806 LUMP| 171.61000 171.61| 300.00000 300.00| 900.00000 900.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #7 | | | 0018 619-60806 LUMP| 450.00000 450.00| 450.00000 450.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #8 | | | 0019 619-60999 LUMP| 21879.41000 21879.41| 15000.00000 15000.00| 32000.00000 32000.00 CLEAN STEEL BRIDGE, PARTIAL Structure #7| | | 0020 619-61000 LUMP| 54149.34000 54149.34| 41000.00000 41000.00| 43000.00000 43000.00 CLEAN STEEL BRIDGE Structure #1 | | | 0021 619-61000 LUMP| 45315.29000 45315.29| 36000.00000 36000.00| 43000.00000 43000.00 CLEAN STEEL BRIDGE Structure #2 | | | 0022 619-61000 LUMP| 45210.22000 45210.22| 33000.00000 33000.00| 38000.00000 38000.00 CLEAN STEEL BRIDGE Structure #3 | | | 0023 619-61000 LUMP| 58279.50000 58279.50| 61000.00000 61000.00| 54000.00000 54000.00 CLEAN STEEL BRIDGE Structure #4 | | | 0024 619-61000 LUMP| 145350.00000 145350.00| 86460.00000 86460.00| 63000.00000 63000.00 CLEAN STEEL BRIDGE Structure #5 | | | 0025 619-61000 LUMP| 21218.07000 21218.07| 20000.00000 20000.00| 33000.00000 33000.00 CLEAN STEEL BRIDGE Structure #6 | | | 0026 619-61000 LUMP| 80669.25000 80669.25| 68000.00000 68000.00| 60000.00000 60000.00 CLEAN STEEL BRIDGE Structure #8 | | | 0027 619-93423 LUMP| 424.71000 424.71| 300.00000 300.00| 1000.00000 1000.00 POLLUTION CONTROL Structure #1 | | | 0028 619-93423 LUMP| 355.42000 355.42| 300.00000 300.00| 1000.00000 1000.00 POLLUTION CONTROL Structure #2 | | | 0029 619-93423 LUMP| 346.75000 346.75| 300.00000 300.00| 1000.00000 1000.00 POLLUTION CONTROL Structure #3 | | | 0030 619-93423 LUMP| 457.10000 457.10| 300.00000 300.00| 1000.00000 1000.00 POLLUTION CONTROL Structure #4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,000.00 ROUTE : I-65&74;SR25,225,163 CALL ORDER : 450 CONTRACT ID : B -26086-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT VERMILLION SET-ASIDE : ==================================================================================================================================== |(1) 35-1645115 |(2) 35-2019240 |(3) 35-1841931 |THREE STAR PAINTING |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 619-93423 LUMP| 1140.00000 1140.00| 300.00000 300.00| 3000.00000 3000.00 POLLUTION CONTROL Structure #5 | | | 0032 619-93423 LUMP| 166.42000 166.42| 300.00000 300.00| 1000.00000 1000.00 POLLUTION CONTROL Structure #6 | | | 0033 619-93423 LUMP| 171.61000 171.61| 300.00000 300.00| 1000.00000 1000.00 POLLUTION CONTROL Structure #7 | | | 0034 619-93423 LUMP| 639.37000 639.37| 300.00000 300.00| 3000.00000 3000.00 POLLUTION CONTROL Structure #8 | | | 0035 704-51106 38.000 EACH| 20.00000 760.00| 50.00000 1900.00| 50.00000 1900.00 DECK DRAIN | | | 0036 709-51821 LUMP| 424.71000 424.71| 291.00000 291.00| 500.00000 500.00 SURFACE SEAL Structure #1 | | | 0037 709-51821 LUMP| 355.42000 355.42| 300.00000 300.00| 500.00000 500.00 SURFACE SEAL Structure #2 | | | 0038 709-51821 LUMP| 346.75000 346.75| 300.00000 300.00| 500.00000 500.00 SURFACE SEAL Structure #3 | | | 0039 709-51821 LUMP| 457.10000 457.10| 300.00000 300.00| 500.00000 500.00 SURFACE SEAL Structure #4 | | | 0040 709-51821 LUMP| 2280.00000 2280.00| 300.00000 300.00| 500.00000 500.00 SURFACE SEAL Structure #5 | | | 0041 709-51821 LUMP| 166.42000 166.42| 300.00000 300.00| 500.00000 500.00 SURFACE SEAL Structure #6 | | | 0042 709-51821 LUMP| 171.61000 171.61| 300.00000 300.00| 500.00000 500.00 SURFACE SEAL Structure #7 | | | 0043 709-51821 LUMP| 1278.74000 1278.74| 300.00000 300.00| 500.00000 500.00 SURFACE SEAL Structure #8 | | | 0044 801-03290 4.000 EACH| 125.00000 500.00| 125.00000 500.00| 200.00000 800.00 CONSTRUCTION SIGN, C | | | 0045 801-04308 15.000 EACH| 213.00000 3195.00| 213.00000 3195.00| 40.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 8.000 EACH| 87.00000 696.00| 87.00000 696.00| 300.00000 2400.00 BARRICADE, IIIB | | | 0047 801-06625 50.000 EACH| 65.00000 3250.00| 65.00000 3250.00| 40.00000 2000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 17.000 EACH| 86.00000 1462.00| 86.00000 1462.00| 100.00000 1700.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 13.000 EACH| 52.00000 676.00| 52.00000 676.00| 100.00000 1300.00 CONSTRUCTION SIGN, B | | | SECTION TOTALS | $ 596,595.91| $ 634,800.00| $ 646,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 596,595.91| $ 634,800.00| $ 646,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,000.00 ROUTE : I-65&74;SR25,225,163 CALL ORDER : 450 CONTRACT ID : B -26086-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT VERMILLION SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 35-1602596 |(6) 34-1564476 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING &|NORTH STAR PAINTING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06657 8.000 MOS | 100.00000 800.00| 300.00000 2400.00| 200.00000 1600.00 PHONE, CELLULAR | | | 0002 110-01001 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 14902.00000 14902.00| 10200.00000 10200.00| 66000.00000 66000.00 PAINT STEEL BRIDGE Structure #1 | | | 0004 619-51859 LUMP| 13754.00000 13754.00| 11375.00000 11375.00| 60000.00000 60000.00 PAINT STEEL BRIDGE Structure #2 | | | 0005 619-51859 LUMP| 13582.00000 13582.00| 9600.00000 9600.00| 66000.00000 66000.00 PAINT STEEL BRIDGE Structure #3 | | | 0006 619-51859 LUMP| 19439.00000 19439.00| 12482.00000 12482.00| 90000.00000 90000.00 PAINT STEEL BRIDGE Structure #4 | | | 0007 619-51859 LUMP| 83855.00000 83855.00| 65000.00000 65000.00| 180000.00000 180000.00 PAINT STEEL BRIDGE Structure #5 | | | 0008 619-51859 LUMP| 9122.00000 9122.00| 15000.00000 15000.00| 33000.00000 33000.00 PAINT STEEL BRIDGE Structure #6 | | | 0009 619-51859 LUMP| 47624.00000 47624.00| 25000.00000 25000.00| 90000.00000 90000.00 PAINT STEEL BRIDGE Structure #8 | | | 0010 619-51860 LUMP| 7942.00000 7942.00| 3000.00000 3000.00| 45000.00000 45000.00 PAINT STEEL BRIDGE, PARTIAL Structure #7| | | 0011 619-60806 LUMP| 550.00000 550.00| 1000.00000 1000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #1 | | | 0012 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #2 | | | 0013 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #3 | | | 0014 619-60806 LUMP| 700.00000 700.00| 1000.00000 1000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #4 | | | 0015 619-60806 LUMP| 3700.00000 3700.00| 1000.00000 1000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #5 | | | 0016 619-60806 LUMP| 350.00000 350.00| 1000.00000 1000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #6 | | | 0017 619-60806 LUMP| 300.00000 300.00| 1000.00000 1000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 450 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,000.00 ROUTE : I-65&74;SR25,225,163 CALL ORDER : 450 CONTRACT ID : B -26086-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT VERMILLION SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 35-1602596 |(6) 34-1564476 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING &|NORTH STAR PAINTING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 619-60806 LUMP| 3700.00000 3700.00| 1000.00000 1000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #8 | | | 0019 619-60999 LUMP| 15883.00000 15883.00| 7000.00000 7000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE, PARTIAL Structure #7| | | 0020 619-61000 LUMP| 39804.00000 39804.00| 60000.00000 60000.00| 44000.00000 44000.00 CLEAN STEEL BRIDGE Structure #1 | | | 0021 619-61000 LUMP| 27507.00000 27507.00| 66912.00000 66912.00| 40000.00000 40000.00 CLEAN STEEL BRIDGE Structure #2 | | | 0022 619-61000 LUMP| 37165.00000 37165.00| 56484.00000 56484.00| 44000.00000 44000.00 CLEAN STEEL BRIDGE Structure #3 | | | 0023 619-61000 LUMP| 38878.00000 38878.00| 73428.00000 73428.00| 60000.00000 60000.00 CLEAN STEEL BRIDGE Structure #4 | | | 0024 619-61000 LUMP| 167710.00000 167710.00| 200000.00000 200000.00| 120000.00000 120000.00 CLEAN STEEL BRIDGE Structure #5 | | | 0025 619-61000 LUMP| 18245.00000 18245.00| 30000.00000 30000.00| 22000.00000 22000.00 CLEAN STEEL BRIDGE Structure #6 | | | 0026 619-61000 LUMP| 95247.00000 95247.00| 75000.00000 75000.00| 60000.00000 60000.00 CLEAN STEEL BRIDGE Structure #8 | | | 0027 619-93423 LUMP| 1500.00000 1500.00| 500.00000 500.00| 22000.00000 22000.00 POLLUTION CONTROL Structure #1 | | | 0028 619-93423 LUMP| 1500.00000 1500.00| 500.00000 500.00| 20000.00000 20000.00 POLLUTION CONTROL Structure #2 | | | 0029 619-93423 LUMP| 1500.00000 1500.00| 500.00000 500.00| 22000.00000 22000.00 POLLUTION CONTROL Structure #3 | | | 0030 619-93423 LUMP| 2000.00000 2000.00| 500.00000 500.00| 30000.00000 30000.00 POLLUTION CONTROL Structure #4 | | | 0031 619-93423 LUMP| 5000.00000 5000.00| 500.00000 500.00| 60000.00000 60000.00 POLLUTION CONTROL Structure #5 | | | 0032 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 11000.00000 11000.00 POLLUTION CONTROL Structure #6 | | | 0033 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 15000.00000 15000.00 POLLUTION CONTROL Structure #7 | | | 0034 619-93423 LUMP| 3000.00000 3000.00| 500.00000 500.00| 15000.00000 15000.00 POLLUTION CONTROL Structure #8 | | | 0035 704-51106 38.000 EACH| 30.00000 1140.00| 50.00000 1900.00| 300.00000 11400.00 DECK DRAIN | | | 0036 709-51821 LUMP| 150.00000 150.00| 1000.00000 1000.00| 5000.00000 5000.00 SURFACE SEAL Structure #1 | | | 0037 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 5000.00000 5000.00 SURFACE SEAL Structure #2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 450 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,000.00 ROUTE : I-65&74;SR25,225,163 CALL ORDER : 450 CONTRACT ID : B -26086-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT VERMILLION SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 35-1602596 |(6) 34-1564476 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING &|NORTH STAR PAINTING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 709-51821 LUMP| 300.00000 300.00| 1000.00000 1000.00| 5000.00000 5000.00 SURFACE SEAL Structure #3 | | | 0039 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 5000.00000 5000.00 SURFACE SEAL Structure #4 | | | 0040 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 5000.00000 5000.00 SURFACE SEAL Structure #5 | | | 0041 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 5000.00000 5000.00 SURFACE SEAL Structure #6 | | | 0042 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 5000.00000 5000.00 SURFACE SEAL Structure #7 | | | 0043 709-51821 LUMP| 200.00000 200.00| 1000.00000 1000.00| 5000.00000 5000.00 SURFACE SEAL Structure #8 | | | 0044 801-03290 4.000 EACH| 125.00000 500.00| 150.00000 600.00| 125.00000 500.00 CONSTRUCTION SIGN, C | | | 0045 801-04308 15.000 EACH| 213.00000 3195.00| 256.00000 3840.00| 213.00000 3195.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 8.000 EACH| 87.00000 696.00| 105.00000 840.00| 87.00000 696.00 BARRICADE, IIIB | | | 0047 801-06625 50.000 EACH| 65.00000 3250.00| 78.00000 3900.00| 65.00000 3250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 17.000 EACH| 86.00000 1462.00| 104.00000 1768.00| 86.00000 1462.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 13.000 EACH| 52.00000 676.00| 63.00000 819.00| 52.00000 676.00 CONSTRUCTION SIGN, B | | | SECTION TOTALS | $ 727,328.00| $ 791,548.00| $ 1,387,779.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 727,328.00| $ 791,548.00| $ 1,387,779.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 450 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,000.00 ROUTE : I-65&74;SR25,225,163 CALL ORDER : 450 CONTRACT ID : B -26086-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT VERMILLION SET-ASIDE : ==================================================================================================================================== |(7) 59-3105837 | | |V H P ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06657 8.000 MOS | 200.00000 1600.00| | PHONE, CELLULAR | | | 0002 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 100000.00000 100000.00| | PAINT STEEL BRIDGE Structure #1 | | | 0004 619-51859 LUMP| 100000.00000 100000.00| | PAINT STEEL BRIDGE Structure #2 | | | 0005 619-51859 LUMP| 100000.00000 100000.00| | PAINT STEEL BRIDGE Structure #3 | | | 0006 619-51859 LUMP| 100000.00000 100000.00| | PAINT STEEL BRIDGE Structure #4 | | | 0007 619-51859 LUMP| 50000.00000 50000.00| | PAINT STEEL BRIDGE Structure #5 | | | 0008 619-51859 LUMP| 50000.00000 50000.00| | PAINT STEEL BRIDGE Structure #6 | | | 0009 619-51859 LUMP| 50000.00000 50000.00| | PAINT STEEL BRIDGE Structure #8 | | | 0010 619-51860 LUMP| 20000.00000 20000.00| | PAINT STEEL BRIDGE, PARTIAL Structure #7| | | 0011 619-60806 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #1 | | | 0012 619-60806 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #2 | | | 0013 619-60806 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #3 | | | 0014 619-60806 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #4 | | | 0015 619-60806 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #5 | | | 0016 619-60806 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #6 | | | 0017 619-60806 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 450 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,000.00 ROUTE : I-65&74;SR25,225,163 CALL ORDER : 450 CONTRACT ID : B -26086-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT VERMILLION SET-ASIDE : ==================================================================================================================================== |(7) 59-3105837 | | |V H P ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 619-60806 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #8 | | | 0019 619-60999 LUMP| 60000.00000 60000.00| | CLEAN STEEL BRIDGE, PARTIAL Structure #7| | | 0020 619-61000 LUMP| 80000.00000 80000.00| | CLEAN STEEL BRIDGE Structure #1 | | | 0021 619-61000 LUMP| 80000.00000 80000.00| | CLEAN STEEL BRIDGE Structure #2 | | | 0022 619-61000 LUMP| 80000.00000 80000.00| | CLEAN STEEL BRIDGE Structure #3 | | | 0023 619-61000 LUMP| 90000.00000 90000.00| | CLEAN STEEL BRIDGE Structure #4 | | | 0024 619-61000 LUMP| 90000.00000 90000.00| | CLEAN STEEL BRIDGE Structure #5 | | | 0025 619-61000 LUMP| 90000.00000 90000.00| | CLEAN STEEL BRIDGE Structure #6 | | | 0026 619-61000 LUMP| 90000.00000 90000.00| | CLEAN STEEL BRIDGE Structure #8 | | | 0027 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL Structure #1 | | | 0028 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL Structure #2 | | | 0029 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL Structure #3 | | | 0030 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL Structure #4 | | | 0031 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL Structure #5 | | | 0032 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL Structure #6 | | | 0033 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL Structure #7 | | | 0034 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL Structure #8 | | | 0035 704-51106 38.000 EACH| 1000.00000 38000.00| | DECK DRAIN | | | 0036 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL Structure #1 | | | 0037 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL Structure #2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 450 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 700,000.00 ROUTE : I-65&74;SR25,225,163 CALL ORDER : 450 CONTRACT ID : B -26086-A COUNTIES : MONTGOMERY TIPPECANOE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT VERMILLION SET-ASIDE : ==================================================================================================================================== |(7) 59-3105837 | | |V H P ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL Structure #3 | | | 0039 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL Structure #4 | | | 0040 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL Structure #5 | | | 0041 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL Structure #6 | | | 0042 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL Structure #7 | | | 0043 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL Structure #8 | | | 0044 801-03290 4.000 EACH| 50.00000 200.00| | CONSTRUCTION SIGN, C | | | 0045 801-04308 15.000 EACH| 10.00000 150.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 8.000 EACH| 20.00000 160.00| | BARRICADE, IIIB | | | 0047 801-06625 50.000 EACH| 10.00000 500.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 17.000 EACH| 50.00000 850.00| | CONSTRUCTION SIGN, A | | | 0049 801-06645 13.000 EACH| 50.00000 650.00| | CONSTRUCTION SIGN, B | | | SECTION TOTALS | $ 1,452,110.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,452,110.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 224,220.00 ROUTE : SR 46, I-65 & I-74 CALL ORDER : 460 CONTRACT ID : B -26087-A COUNTIES : CLAY MONTGOMERY LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT TIPPECANOE CONTRACT TIME : 06/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 178,785.00 100.0000% 2 35-1645115 THREE STAR PAINTING $ 192,603.86 107.7293% 3 35-1841931 VENUS PAINTING COMPANY $ 195,000.00 109.0695% 4 35-2019240 CENTRAL PAINTING, INC. $ 216,600.00 121.1511% 5 34-1564476 NORTH STAR PAINTING CO $ 478,800.00 267.8077% 6 59-3105837 V H P ENTERPRISES, INC. $ 770,800.00 431.1323% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1645115 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |THREE STAR PAINTING |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06657 4.000 MOS | 200.00000 800.00| 150.00000 600.00| 300.00000 1200.00 PHONE, CELLULAR | | | 0002 110-01001 LUMP| 9000.00000 9000.00| 9600.00000 9600.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 12606.00000 12606.00| 6916.00000 6916.00| 20000.00000 20000.00 PAINT STEEL BRIDGE Structure #1 | | | 0004 619-51859 LUMP| 19271.00000 19271.00| 8199.42000 8199.42| 20000.00000 20000.00 PAINT STEEL BRIDGE Structure #2 | | | 0005 619-51859 LUMP| 19485.00000 19485.00| 8597.09000 8597.09| 20000.00000 20000.00 PAINT STEEL BRIDGE Structure #3 | | | 0006 619-60806 LUMP| 3700.00000 3700.00| 354.67000 354.67| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #1 | | | 0007 619-60806 LUMP| 1100.00000 1100.00| 420.49000 420.49| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #2 | | | 0008 619-60806 LUMP| 1100.00000 1100.00| 440.88000 440.88| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #3 | | | 0009 619-61000 LUMP| 25212.00000 25212.00| 45220.00000 45220.00| 47000.00000 47000.00 CLEAN STEEL BRIDGE Structure #1 | | | 0010 619-61000 LUMP| 38541.00000 38541.00| 53611.54000 53611.54| 33000.00000 33000.00 CLEAN STEEL BRIDGE Structure #2 | | | 0011 619-61000 LUMP| 38970.00000 38970.00| 56211.69000 56211.69| 33000.00000 33000.00 CLEAN STEEL BRIDGE Structure #3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 224,220.00 ROUTE : SR 46, I-65 & I-74 CALL ORDER : 460 CONTRACT ID : B -26087-A COUNTIES : CLAY MONTGOMERY LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT TIPPECANOE SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1645115 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |THREE STAR PAINTING |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 619-93423 LUMP| 3000.00000 3000.00| 354.67000 354.67| 2000.00000 2000.00 POLLUTION CONTROL Structure #1 | | | 0013 619-93423 LUMP| 2000.00000 2000.00| 420.49000 420.49| 2000.00000 2000.00 POLLUTION CONTROL Structure #2 | | | 0014 619-93423 LUMP| 3000.00000 3000.00| 440.88000 440.88| 2000.00000 2000.00 POLLUTION CONTROL Structure #3 | | | 0015 709-51821 LUMP| 200.00000 200.00| 354.67000 354.67| 600.00000 600.00 SURFACE SEAL Structure #1 | | | 0016 709-51821 LUMP| 300.00000 300.00| 420.49000 420.49| 600.00000 600.00 SURFACE SEAL Structure #2 | | | 0017 709-51821 LUMP| 500.00000 500.00| 440.88000 440.88| 600.00000 600.00 SURFACE SEAL Structure #3 | | | SECTION TOTALS | $ 178,785.00| $ 192,603.86| $ 195,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 178,785.00| $ 192,603.86| $ 195,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 224,220.00 ROUTE : SR 46, I-65 & I-74 CALL ORDER : 460 CONTRACT ID : B -26087-A COUNTIES : CLAY MONTGOMERY LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT TIPPECANOE SET-ASIDE : ==================================================================================================================================== |(4) 35-2019240 |(5) 34-1564476 |(6) 59-3105837 |CENTRAL PAINTING, INC. |NORTH STAR PAINTING CO |V H P ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06657 4.000 MOS | 100.00000 400.00| 200.00000 800.00| 200.00000 800.00 PHONE, CELLULAR | | | 0002 110-01001 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 10000.00000 10000.00| 60000.00000 60000.00| 110000.00000 110000.00 PAINT STEEL BRIDGE Structure #1 | | | 0004 619-51859 LUMP| 20000.00000 20000.00| 66000.00000 66000.00| 110000.00000 110000.00 PAINT STEEL BRIDGE Structure #2 | | | 0005 619-51859 LUMP| 20000.00000 20000.00| 60000.00000 60000.00| 110000.00000 110000.00 PAINT STEEL BRIDGE Structure #3 | | | 0006 619-60806 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #1 | | | 0007 619-60806 LUMP| 300.00000 300.00| 5000.00000 5000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #2 | | | 0008 619-60806 LUMP| 300.00000 300.00| 5000.00000 5000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING Structure #3 | | | 0009 619-61000 LUMP| 63000.00000 63000.00| 60000.00000 60000.00| 110000.00000 110000.00 CLEAN STEEL BRIDGE Structure #1 | | | 0010 619-61000 LUMP| 40400.00000 40400.00| 66000.00000 66000.00| 110000.00000 110000.00 CLEAN STEEL BRIDGE Structure #2 | | | 0011 619-61000 LUMP| 40400.00000 40400.00| 60000.00000 60000.00| 110000.00000 110000.00 CLEAN STEEL BRIDGE Structure #3 | | | 0012 619-93423 LUMP| 300.00000 300.00| 20000.00000 20000.00| 5000.00000 5000.00 POLLUTION CONTROL Structure #1 | | | 0013 619-93423 LUMP| 300.00000 300.00| 21000.00000 21000.00| 5000.00000 5000.00 POLLUTION CONTROL Structure #2 | | | 0014 619-93423 LUMP| 300.00000 300.00| 20000.00000 20000.00| 5000.00000 5000.00 POLLUTION CONTROL Structure #3 | | | 0015 709-51821 LUMP| 300.00000 300.00| 5000.00000 5000.00| 20000.00000 20000.00 SURFACE SEAL Structure #1 | | | 0016 709-51821 LUMP| 300.00000 300.00| 5000.00000 5000.00| 20000.00000 20000.00 SURFACE SEAL Structure #2 | | | 0017 709-51821 LUMP| 300.00000 300.00| 5000.00000 5000.00| 20000.00000 20000.00 SURFACE SEAL Structure #3 | | | SECTION TOTALS | $ 216,600.00| $ 478,800.00| $ 770,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 216,600.00| $ 478,800.00| $ 770,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 17 CALL ORDER : 470 CONTRACT ID : B -26102-A COUNTIES : CASS LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 784,984.97 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL BID $ 870,197.95 110.8553% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,000.00 ROUTE : CR 650W CALL ORDER : 480 CONTRACT ID : B -26113-A COUNTIES : MADISON LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9948053 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1549010 MCALISTER EXCAVATING CO $ 584,574.37 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 620,653.45 106.1718% 3 35-1212938 ATLAS EXCAVATING, INC. $ 664,564.68 113.6835% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 708,289.60 121.1633% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 724,431.05 123.9245% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 770,022.55 131.7236% ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1381845 |(3) 35-1212938 |MCALISTER EXCAVATING CO |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1400.00000 16800.00| 1200.00000 14400.00| 1100.00000 13200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 12000.00000 12000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 31000.00000 31000.00| 36000.00000 36000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 10000.00000 10000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 16000.00000 16000.00| 40000.00000 40000.00| 33000.00000 33000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 200.000 m2 | 9.00000 1800.00| 6.60000 1320.00| 7.30000 1460.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 917.000 m3 | 9.10000 8344.70| 8.00000 7336.00| 13.20000 12104.40 EXCAVATION, COMMON | | | 0008 203-02070 3031.000 m3 | 11.70000 35462.70| 6.60000 20004.60| 12.20000 36978.20 BORROW | | | 0009 203-51223 487.000 m3 | 8.50000 4139.50| 8.00000 3896.00| 12.20000 5941.40 EXCAVATION, WATERWAY | | | 0010 205-06931 35.000 Mg | 21.50000 752.50| 25.00000 875.00| 22.00000 770.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 70.000 m | 18.00000 1260.00| 18.25000 1277.50| 8.00000 560.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 2.000 EACH| 70.00000 140.00| 69.00000 138.00| 100.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 206-51215 19.000 m3 | 140.00000 2660.00| 275.00000 5225.00| 180.00000 3420.00 EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,000.00 ROUTE : CR 650W CALL ORDER : 480 CONTRACT ID : B -26113-A COUNTIES : MADISON LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1381845 |(3) 35-1212938 |MCALISTER EXCAVATING CO |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51220 46.600 m3 | 150.00000 6990.00| 360.00000 16776.00| 85.00000 3961.00 EXCAVATION, WET | | | 0015 206-51225 36.200 m3 | 16.00000 579.20| 15.00000 543.00| 20.00000 724.00 EXCAVATION, DRY | | | 0016 211-02060 89.000 m3 | 26.00000 2314.00| 26.00000 2314.00| 35.00000 3115.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 17.200 m3 | 31.00000 533.20| 35.00000 602.00| 90.00000 1548.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 1836.000 Mg | 18.00000 33048.00| 18.00000 33048.00| 17.50000 32130.00 COMPACTED AGGREGATE, O, 53 | | | 0019 402-05468 8.200 Mg | 132.00000 1082.40| 132.00000 1082.40| 118.00000 967.60 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 376.000 Mg | 42.00000 15792.00| 44.00000 16544.00| 40.00000 15040.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 211.000 Mg | 52.50000 11077.50| 55.75000 11763.25| 50.00000 10550.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 103.000 Mg | 56.00000 5768.00| 59.50000 6128.50| 54.00000 5562.00 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05511 190.000 m2 | 14.00000 2660.00| 14.15000 2688.50| 13.00000 2470.00 SEAL COAT, 2 | | | 0024 405-05517 4.600 Mg | 465.00000 2139.00| 512.00000 2355.20| 470.00000 2162.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 7.200 Mg | 245.00000 1764.00| 254.00000 1828.80| 250.00000 1800.00 ASPHALT FOR TACK COAT | | | 0026 601-01522 3.000 EACH| 1300.00000 3900.00| 1243.00000 3729.00| 1300.00000 3900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-06037 3.000 EACH| 660.00000 1980.00| 632.50000 1897.50| 600.00000 1800.00 GUARDRAIL END TREATMENT, I | | | 0028 601-06238 1.000 EACH| 34500.00000 34500.00| 35365.00000 35365.00| 34000.00000 34000.00 IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0029 601-99105 111.000 m | 30.50000 3385.50| 29.50000 3274.50| 28.00000 3108.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 18.000 EACH| 8.00000 144.00| 8.00000 144.00| 7.50000 135.00 BARRIER DELINEATOR | | | 0031 603-06040 576.000 m | 20.00000 11520.00| 14.15000 8150.40| 14.00000 8064.00 FENCE, FARM FIELD, 1190 mm | | | 0032 603-06052 2.000 EACH| 860.00000 1720.00| 1187.00000 2374.00| 1150.00000 2300.00 FENCE GATE, FARM FIELD, 1190 mm X 3.7 m | | | 0033 610-05527 63.400 Mg | 71.00000 4501.40| 76.00000 4818.40| 72.00000 4564.80 HMA FOR APPROACHES | | | 0034 610-06259 150.000 m2 | 75.00000 11250.00| 60.00000 9000.00| 59.00000 8850.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,000.00 ROUTE : CR 650W CALL ORDER : 480 CONTRACT ID : B -26113-A COUNTIES : MADISON LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1381845 |(3) 35-1212938 |MCALISTER EXCAVATING CO |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 615-06490 16.000 EACH| 115.00000 1840.00| 110.00000 1760.00| 110.00000 1760.00 RIGHT OF WAY MARKER | | | 0036 615-06515 1.000 EACH| 160.00000 160.00| 100.00000 100.00| 150.00000 150.00 MONUMENT, D | | | 0037 616-02320 536.000 m2 | 2.95000 1581.20| 3.60000 1929.60| 4.00000 2144.00 GEOTEXTILES | | | 0038 616-06405 466.000 Mg | 21.50000 10019.00| 20.00000 9320.00| 21.50000 10019.00 RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH| 550.00000 550.00| 575.00000 575.00| 525.00000 525.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06553 45.700 kg | 8.70000 397.59| 8.70000 397.59| 7.90000 361.03 SEED MIXTURE, R | | | 0041 621-06565 1.080 Mg | 798.00000 861.84| 800.00000 864.00| 730.00000 788.40 MULCHING MATERIAL | | | 0042 621-06567 86.500 kL | 0.55000 47.58| 0.64000 55.36| 0.70000 60.55 WATER | | | 0043 621-06574 4808.000 m2 | 3.90000 18751.20| 3.50000 16828.00| 3.40000 16347.20 SODDING | | | 0044 701-91792 12.000 EACH| 90.00000 1080.00| 110.00000 1320.00| 110.00000 1320.00 PILE TIP, STEEL H | | | 0045 701-93658 156.000 m | 94.00000 14664.00| 80.00000 12480.00| 105.00000 16380.00 PILE, STEEL H, HP 310 X 93 | | | 0046 702-51005 59.200 m3 | 425.00000 25160.00| 520.00000 30784.00| 470.00000 27824.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 19.000 m3 | 320.00000 6080.00| 400.00000 7600.00| 350.00000 6650.00 CONCRETE, B, FOOTINGS | | | 0048 703-51030 5043.000 kg | 1.28000 6455.04| 1.15000 5799.45| 1.20000 6051.60 REINFORCING STEEL | | | 0049 703-51032 29388.000 kg | 1.39000 40849.32| 1.30000 38204.40| 1.25000 36735.00 REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 150.000 m3 | 445.00000 66750.00| 460.00000 69000.00| 475.00000 71250.00 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-05732 3.000 EACH| 1200.00000 3600.00| 1380.00000 4140.00| 1000.00000 3000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0052 706-51020 28.300 m3 | 470.00000 13301.00| 460.00000 13018.00| 500.00000 14150.00 CONCRETE, C, RAILING | | | 0053 707-05983 325.500 m | 210.00000 68355.00| 216.00000 70308.00| 333.00000 108391.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0054 709-51821 LUMP| 2250.00000 2250.00| 6061.00000 6061.00| 7000.00000 7000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,000.00 ROUTE : CR 650W CALL ORDER : 480 CONTRACT ID : B -26113-A COUNTIES : MADISON LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1381845 |(3) 35-1212938 |MCALISTER EXCAVATING CO |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05173 54.000 m | 85.00000 4590.00| 85.00000 4590.00| 110.00000 5940.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0056 715-05407 38.000 m | 27.00000 1026.00| 35.00000 1330.00| 29.00000 1102.00 PIPE, END BENT DRAIN, 150 mm | | | 0057 715-46020 2.000 EACH| 350.00000 700.00| 300.00000 600.00| 225.00000 450.00 PIPE END SECTION, 600 mm | | | 0058 720-45030 1.000 EACH| 1200.00000 1200.00| 850.00000 850.00| 900.00000 900.00 INLET, E7 | | | 0059 720-45035 1.000 EACH| 1600.00000 1600.00| 900.00000 900.00| 900.00000 900.00 INLET, F7 | | | 0060 801-04308 4.000 EACH| 410.00000 1640.00| 230.00000 920.00| 260.00000 1040.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 6.000 EACH| 125.00000 750.00| 132.25000 793.50| 100.00000 600.00 BARRICADE, IIIA | | | 0062 801-06606 4.000 EACH| 147.00000 588.00| 132.25000 529.00| 110.00000 440.00 BARRICADE, IIIB | | | 0063 801-06625 24.000 EACH| 96.00000 2304.00| 103.50000 2484.00| 110.00000 2640.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 12.000 EACH| 120.00000 1440.00| 80.50000 966.00| 110.00000 1320.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0066 808-06713 800.000 m | 0.61000 488.00| 0.78000 624.00| 0.90000 720.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-06714 800.000 m | 0.61000 488.00| 0.78000 624.00| 0.90000 720.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 584,574.37| $ 620,653.45| $ 664,564.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 584,574.37| $ 620,653.45| $ 664,564.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 480 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,000.00 ROUTE : CR 650W CALL ORDER : 480 CONTRACT ID : B -26113-A COUNTIES : MADISON LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1364963 |(6) 35-2040801 |RIETH RILEY CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1800.00000 21600.00| 1100.00000 13200.00| 1000.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5400.00000 5400.00| 7500.00000 7500.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35400.00000 35400.00| 34500.00000 34500.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| 20500.00000 20500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 40000.00000 40000.00| 72500.00000 72500.00| 77000.00000 77000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 200.000 m2 | 12.50000 2500.00| 6.00000 1200.00| 8.02000 1604.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 917.000 m3 | 17.00000 15589.00| 13.75000 12608.75| 10.00000 9170.00 EXCAVATION, COMMON | | | 0008 203-02070 3031.000 m3 | 3.50000 10608.50| 15.25000 46222.75| 22.00000 66682.00 BORROW | | | 0009 203-51223 487.000 m3 | 17.00000 8279.00| 17.50000 8522.50| 15.00000 7305.00 EXCAVATION, WATERWAY | | | 0010 205-06931 35.000 Mg | 25.00000 875.00| 35.00000 1225.00| 30.00000 1050.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 70.000 m | 16.00000 1120.00| 16.00000 1120.00| 15.88000 1111.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 2.000 EACH| 60.00000 120.00| 70.00000 140.00| 60.00000 120.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 206-51215 19.000 m3 | 265.00000 5035.00| 140.00000 2660.00| 100.00000 1900.00 EXCAVATION, X | | | 0014 206-51220 46.600 m3 | 600.00000 27960.00| 100.00000 4660.00| 50.00000 2330.00 EXCAVATION, WET | | | 0015 206-51225 36.200 m3 | 24.00000 868.80| 25.00000 905.00| 25.00000 905.00 EXCAVATION, DRY | | | 0016 211-02060 89.000 m3 | 26.00000 2314.00| 27.50000 2447.50| 35.00000 3115.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 17.200 m3 | 50.00000 860.00| 27.50000 473.00| 55.00000 946.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 1836.000 Mg | 17.25000 31671.00| 24.00000 44064.00| 20.00000 36720.00 COMPACTED AGGREGATE, O, 53 | | | 0019 402-05468 8.200 Mg | 104.00000 852.80| 120.00000 984.00| 115.40000 946.28 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 376.000 Mg | 40.75000 15322.00| 40.00000 15040.00| 38.50000 14476.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 480 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,000.00 ROUTE : CR 650W CALL ORDER : 480 CONTRACT ID : B -26113-A COUNTIES : MADISON LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1364963 |(6) 35-2040801 |RIETH RILEY CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05477 211.000 Mg | 57.50000 12132.50| 50.00000 10550.00| 48.50000 10233.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 103.000 Mg | 57.30000 5901.90| 54.00000 5562.00| 51.80000 5335.40 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05511 190.000 m2 | 10.15000 1928.50| 12.50000 2375.00| 12.30000 2337.00 SEAL COAT, 2 | | | 0024 405-05517 4.600 Mg | 250.00000 1150.00| 460.00000 2116.00| 445.00000 2047.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 7.200 Mg | 225.00000 1620.00| 225.00000 1620.00| 221.00000 1591.20 ASPHALT FOR TACK COAT | | | 0026 601-01522 3.000 EACH| 1125.00000 3375.00| 1200.00000 3600.00| 1130.00000 3390.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-06037 3.000 EACH| 595.00000 1785.00| 600.00000 1800.00| 575.00000 1725.00 GUARDRAIL END TREATMENT, I | | | 0028 601-06238 1.000 EACH| 31200.00000 31200.00| 35000.00000 35000.00| 32150.00000 32150.00 IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0029 601-99105 111.000 m | 29.00000 3219.00| 29.50000 3274.50| 26.80000 2974.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 18.000 EACH| 7.00000 126.00| 8.00000 144.00| 7.00000 126.00 BARRIER DELINEATOR | | | 0031 603-06040 576.000 m | 12.25000 7056.00| 20.00000 11520.00| 18.70000 10771.20 FENCE, FARM FIELD, 1190 mm | | | 0032 603-06052 2.000 EACH| 1032.00000 2064.00| 850.00000 1700.00| 775.00000 1550.00 FENCE GATE, FARM FIELD, 1190 mm X 3.7 m | | | 0033 610-05527 63.400 Mg | 69.00000 4374.60| 70.00000 4438.00| 66.00000 4184.40 HMA FOR APPROACHES | | | 0034 610-06259 150.000 m2 | 65.00000 9750.00| 60.00000 9000.00| 75.00000 11250.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0035 615-06490 16.000 EACH| 105.00000 1680.00| 110.00000 1760.00| 100.00000 1600.00 RIGHT OF WAY MARKER | | | 0036 615-06515 1.000 EACH| 75.00000 75.00| 200.00000 200.00| 135.00000 135.00 MONUMENT, D | | | 0037 616-02320 536.000 m2 | 3.00000 1608.00| 3.00000 1608.00| 2.50000 1340.00 GEOTEXTILES | | | 0038 616-06405 466.000 Mg | 21.00000 9786.00| 27.50000 12815.00| 30.00000 13980.00 RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH| 500.00000 500.00| 550.00000 550.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06553 45.700 kg | 7.60000 347.32| 8.50000 388.45| 7.56000 345.49 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 480 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,000.00 ROUTE : CR 650W CALL ORDER : 480 CONTRACT ID : B -26113-A COUNTIES : MADISON LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1364963 |(6) 35-2040801 |RIETH RILEY CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06565 1.080 Mg | 694.00000 749.52| 725.00000 783.00| 694.00000 749.52 MULCHING MATERIAL | | | 0042 621-06567 86.500 kL | 0.55000 47.58| 0.60000 51.90| 0.55000 47.58 WATER | | | 0043 621-06574 4808.000 m2 | 3.06000 14712.48| 3.50000 16828.00| 3.06000 14712.48 SODDING | | | 0044 701-91792 12.000 EACH| 150.00000 1800.00| 100.00000 1200.00| 135.00000 1620.00 PILE TIP, STEEL H | | | 0045 701-93658 156.000 m | 113.00000 17628.00| 125.00000 19500.00| 100.00000 15600.00 PILE, STEEL H, HP 310 X 93 | | | 0046 702-51005 59.200 m3 | 750.00000 44400.00| 425.00000 25160.00| 70.00000 4144.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 19.000 m3 | 500.00000 9500.00| 450.00000 8550.00| 440.00000 8360.00 CONCRETE, B, FOOTINGS | | | 0048 703-51030 5043.000 kg | 1.00000 5043.00| 1.40000 7060.20| 1.20000 6051.60 REINFORCING STEEL | | | 0049 703-51032 29388.000 kg | 1.10000 32326.80| 1.50000 44082.00| 1.25000 36735.00 REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 150.000 m3 | 640.00000 96000.00| 495.00000 74250.00| 620.00000 93000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-05732 3.000 EACH| 1200.00000 3600.00| 1350.00000 4050.00| 1250.00000 3750.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0052 706-51020 28.300 m3 | 526.00000 14885.80| 450.00000 12735.00| 550.00000 15565.00 CONCRETE, C, RAILING | | | 0053 707-05983 325.500 m | 315.00000 102532.50| 235.00000 76492.50| 475.00000 154612.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0054 709-51821 LUMP| 5804.00000 5804.00| 9000.00000 9000.00| 3100.00000 3100.00 SURFACE SEAL | | | 0055 715-05173 54.000 m | 94.00000 5076.00| 95.00000 5130.00| 90.00000 4860.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0056 715-05407 38.000 m | 20.00000 760.00| 17.50000 665.00| 25.00000 950.00 PIPE, END BENT DRAIN, 150 mm | | | 0057 715-46020 2.000 EACH| 400.00000 800.00| 350.00000 700.00| 440.00000 880.00 PIPE END SECTION, 600 mm | | | 0058 720-45030 1.000 EACH| 2000.00000 2000.00| 1200.00000 1200.00| 1400.00000 1400.00 INLET, E7 | | | 0059 720-45035 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 1400.00000 1400.00 INLET, F7 | | | 0060 801-04308 4.000 EACH| 200.00000 800.00| 275.00000 1100.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 480 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,000.00 ROUTE : CR 650W CALL ORDER : 480 CONTRACT ID : B -26113-A COUNTIES : MADISON LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1364963 |(6) 35-2040801 |RIETH RILEY CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06605 6.000 EACH| 115.00000 690.00| 120.00000 720.00| 115.00000 690.00 BARRICADE, IIIA | | | 0062 801-06606 4.000 EACH| 115.00000 460.00| 120.00000 480.00| 115.00000 460.00 BARRICADE, IIIB | | | 0063 801-06625 24.000 EACH| 90.00000 2160.00| 100.00000 2400.00| 90.00000 2160.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 12.000 EACH| 70.00000 840.00| 100.00000 1200.00| 70.00000 840.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0066 808-06713 800.000 m | 0.70000 560.00| 1.00000 800.00| 0.68000 544.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-06714 800.000 m | 0.70000 560.00| 1.00000 800.00| 0.68000 544.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 708,289.60| $ 724,431.05| $ 770,022.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 708,289.60| $ 724,431.05| $ 770,022.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,725.00 ROUTE : VARIOUS CALL ORDER : 490 CONTRACT ID : B -26182-A COUNTIES : VARIOUS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 391,206.55 100.0000% ==================================================================================================================================== |(1) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE MAINTENANCE | | | 0001 110-01001 LUMP| 19000.00000 19000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 110-01001 LUMP| 1950.00000 1950.00| | MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN ANGOLA SUBDISTRICT | | | 0003 110-01001 LUMP| 1950.00000 1950.00| | MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN BLUFFTON SUBDISTRICT | | | 0004 110-01001 LUMP| 975.00000 975.00| | MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN FORT WAYNE SUBDISTRICT| | | 0005 110-01001 LUMP| 1950.00000 1950.00| | MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN GOSHEN SUBDISTRICT | | | 0006 110-01001 LUMP| 1950.00000 1950.00| | MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN WABASH SUBDISTRICT | | | 0007 110-01001 LUMP| 1950.00000 1950.00| | MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN WARSAW SUBDISTRICT | | | 0008 202-60820 50.000 SYS | 84.50000 4225.00| | SURFACE MILLING, ASPHALT | | | 0009 202-60820 20.000 SYS | 110.75000 2215.00| | SURFACE MILLING, ASPHALT , EMERGENCY | | | WORK | | | 0010 213-04324 33.000 CYS | 351.75000 11607.75| | FLOWABLE FILL | | | 0011 213-04324 10.000 CYS | 395.25000 3952.50| | FLOWABLE FILL , EMERGENCY WORK | | | 0012 402-05481 130.000 TON | 91.85000 11940.50| | HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,725.00 ROUTE : VARIOUS CALL ORDER : 490 CONTRACT ID : B -26182-A COUNTIES : VARIOUS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05495 16.000 TON | 430.60000 6889.60| | HMA WEDGE AND LEVEL | | | 0014 402-05495 10.000 TON | 460.00000 4600.00| | HMA WEDGE AND LEVEL , EMERGENCY WORK | | | 0015 406-05521 40.000 SYS | 6.55000 262.00| | ASPHALT FOR TACK COAT | | | 0016 406-05521 20.000 SYS | 6.55000 131.00| | ASPHALT FOR TACK COAT , EMERGENCY WORK | | | 0017 605-05523 40.000 LFT | 35.00000 1400.00| | CURB, HMA | | | 0018 605-05523 50.000 LFT | 35.00000 1750.00| | CURB, HMA , EMERGENCY WORK | | | 0019 616-02281 88.000 CYS | 170.00000 14960.00| | GROUT FOR RIPRAP | | | 0020 616-02281 10.000 CYS | 275.00000 2750.00| | GROUT FOR RIPRAP , EMERGENCY WORK | | | 0021 616-02320 250.000 SYS | 2.20000 550.00| | GEOTEXTILES | | | 0022 616-02320 100.000 SYS | 3.85000 385.00| | GEOTEXTILES , EMERGENCY WORK | | | 0023 616-06405 220.000 TON | 51.70000 11374.00| | RIPRAP, REVETMENT | | | 0024 616-06405 100.000 TON | 51.70000 5170.00| | RIPRAP, REVETMENT , EMERGENCY WORK | | | 0025 616-93772 20.000 EACH| 165.00000 3300.00| | INSPECTION HOLE | | | 0026 616-93772 5.000 EACH| 180.00000 900.00| | INSPECTION HOLE , EMERGENCY WORK | | | 0027 619-91919 100.000 LFT | 35.30000 3530.00| | JOINT AND CRACK CLEANING AND SEALING | | | 0031 724-03276 200.000 LFT | 59.00000 11800.00| | EXPANSION JOINT SEALING SYSTEM , WITH | | | NOSING, EMERGENCY WORK | | | 0032 724-03276 339.000 LFT | 29.30000 9932.70| | EXPANSION JOINT SEALING SYSTEM , | | | WITHOUT NOSING | | | 0033 724-03276 100.000 LFT | 29.30000 2930.00| | EXPANSION JOINT SEALING SYSTEM , | | | WITHOUT NOSING, EMERGENCY WORK | | | 0034 724-03276 416.000 LFT | 145.00000 60320.00| | EXPANSION JOINT SEALING SYSTEM ,REMOVE | | | AND REPLACE, REMOVE POLYMER MOD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,725.00 ROUTE : VARIOUS CALL ORDER : 490 CONTRACT ID : B -26182-A COUNTIES : VARIOUS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 724-03276 1096.000 LFT | 85.50000 93708.00| | EXPANSION JOINT SEALING SYSTEM WITH | | | NOSING, REMOVE AND REPLACE, BS- EXP | | | 0036 801-01093 94.000 EACH| 78.00000 7332.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0037 801-01093 4.000 EACH| 78.00000 312.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY , #1 EMERGENCY WORK | | | 0038 801-01093 4.000 EACH| 78.00000 312.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY , #2 EMERGENCY WORK | | | 0039 801-01093 4.000 EACH| 78.00000 312.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY , #3 EMERGENCY WORK | | | 0040 801-01093 4.000 EACH| 78.00000 312.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY , #4 EMERGENCY WORK | | | 0041 801-01093 4.000 EACH| 78.00000 312.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY . #5 EMERGENCY WORK | | | 0042 801-06640 258.000 EACH| 16.75000 4321.50| | CONSTRUCTION SIGN, A | | | 0043 801-06640 30.000 EACH| 20.00000 600.00| | CONSTRUCTION SIGN, A , EMERGENCY WORK | | | 0044 801-06710 76.000 DAY | 45.00000 3420.00| | FLASHING ARROW SIGN | | | 0045 801-06710 10.000 DAY | 45.00000 450.00| | FLASHING ARROW SIGN , EMERGENCY WORK | | | 0046 801-06775 LUMP| 1310.00000 1310.00| | MAINTAINING TRAFFIC , #1 EMERGENCY WORK | | | 0047 801-06775 LUMP| 1310.00000 1310.00| | MAINTAINING TRAFFIC , #2 EMERGENCY WORK | | | 0048 801-06775 LUMP| 1310.00000 1310.00| | MAINTAINING TRAFFIC , #3 EMERGENCY WORK | | | 0049 801-06775 LUMP| 1310.00000 1310.00| | MAINTAINING TRAFFIC , #4 EMERGENCY WORK | | | 0050 801-06775 LUMP| 1310.00000 1310.00| | MAINTAINING TRAFFIC , #5 EMERGENCY WORK | | | 0051 801-06775 LUMP| 1310.00000 1310.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,725.00 ROUTE : VARIOUS CALL ORDER : 490 CONTRACT ID : B -26182-A COUNTIES : VARIOUS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 10 | | | 0053 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 11 | | | 0054 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 12 | | | 0055 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 13 | | | 0056 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 14 | | | 0057 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 15 | | | 0058 801-06775 LUMP| 3570.00000 3570.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 16 | | | 0059 801-06775 LUMP| 3570.00000 3570.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 17 | | | 0060 801-06775 LUMP| 4190.00000 4190.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 18 | | | 0061 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 19 | | | 0062 801-06775 LUMP| 3125.00000 3125.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 2 | | | 0063 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 20 | | | 0064 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 21 | | | 0065 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 22 | | | 0066 801-06775 LUMP| 3775.00000 3775.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 23 | | | 0067 801-06775 LUMP| 3125.00000 3125.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 3 | | | 0068 801-06775 LUMP| 4190.00000 4190.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 4 | | | 0069 801-06775 LUMP| 4190.00000 4190.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 5 | | | 0070 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 6 | | | 0071 801-06775 LUMP| 4190.00000 4190.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 7 | | | 0072 801-06775 LUMP| 4190.00000 4190.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 490 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,725.00 ROUTE : VARIOUS CALL ORDER : 490 CONTRACT ID : B -26182-A COUNTIES : VARIOUS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC , STRUCTURE NO. 9 | | | SECTION TOTALS | $ 391,206.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 391,206.55| | ====================================================================================================================================