INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,608,381.57 ROUTE : I-70 CALL ORDER : 511 CONTRACT ID : B -26857-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/16/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0705141 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,395,992.25 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,498,296.74 107.3284% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,596,996.58 114.3986% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 1,700,110.20 121.7850% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1364963 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |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 105-06845 LUMP| 17000.00000 17000.00| 15000.00000 15000.00| 19700.00000 19700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 13.000 MOS | 1400.00000 18200.00| 1000.00000 13000.00| 1200.00000 15600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 69500.00000 69500.00| 73250.00000 73250.00| 78000.00000 78000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13900.00000 13900.00| 14500.00000 14500.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-01032 2.000 EACH| 300.00000 600.00| 500.00000 1000.00| 500.00000 1000.00 SAND BARREL ARRAY, REMOVE | | | 0006 202-02240 49.000 m2 | 40.00000 1960.00| 10.00000 490.00| 19.00000 931.00 PAVEMENT REMOVAL | | | 0007 202-02241 269.000 m | 10.00000 2690.00| 10.00000 2690.00| 9.50000 2555.50 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP| 85000.00000 85000.00| 97500.00000 97500.00| 77000.00000 77000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 863.000 m3 | 20.00000 17260.00| 12.00000 10356.00| 9.00000 7767.00 EXCAVATION, COMMON | | | 0010 203-02070 6959.000 m3 | 10.00000 69590.00| 12.00000 83508.00| 15.71000 109325.89 BORROW | | | 0011 205-06931 56.100 Mg | 20.00000 1122.00| 30.00000 1683.00| 50.00000 2805.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 1.000 EACH| 78.00000 78.00| 75.00000 75.00| 500.00000 500.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 155.000 m | 5.75000 891.25| 6.00000 930.00| 5.50000 852.50 TEMPORARY SILT FENCE | | | 0014 207-07500 912.000 m2 | 12.00000 10944.00| 9.40000 8572.80| 6.00000 5472.00 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,608,381.57 ROUTE : I-70 CALL ORDER : 511 CONTRACT ID : B -26857-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1364963 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02050 585.000 m3 | 17.00000 9945.00| 24.00000 14040.00| 24.00000 14040.00 B BORROW | | | 0016 211-06467 36.200 m3 | 80.00000 2896.00| 35.00000 1267.00| 60.00000 2172.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 1407.400 m3 | 17.00000 23925.80| 22.00000 30962.80| 24.00000 33777.60 STRUCTURE BACKFILL | | | 0018 301-07448 2119.900 Mg | 15.00000 31798.50| 16.50000 34978.35| 15.00000 31798.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-06464 49.000 m3 | 50.00000 2450.00| 30.00000 1470.00| 65.00000 3185.00 SUBBASE FOR PCCP | | | 0020 304-07509 36.300 Mg | 125.20000 4544.76| 155.00000 5626.50| 175.00000 6352.50 WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 25 mm | | | 0021 306-08043 709.000 m2 | 5.00000 3545.00| 5.00000 3545.00| 5.00000 3545.00 MILLING, TRANSITION | | | 0022 401-07322 488.900 Mg | 59.00000 28845.10| 65.00000 31778.50| 59.00000 28845.10 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0023 401-07392 402.500 Mg | 55.00000 22137.50| 60.00000 24150.00| 55.00000 22137.50 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07408 2174.200 Mg | 48.25000 104905.15| 55.00000 119581.00| 48.25000 104905.15 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0025 402-07432 24.600 Mg | 159.00000 3911.40| 165.00000 4059.00| 159.00000 3911.40 HMA SURFACE, TYPE A | | | 0026 402-07435 41.100 Mg | 99.00000 4068.90| 110.00000 4521.00| 99.00000 4068.90 HMA INTERMEDIATE, TYPE A | | | 0027 406-05520 3.700 Mg | 280.00000 1036.00| 280.00000 1036.00| 280.00000 1036.00 ASPHALT FOR TACK COAT | | | 0028 502-06329 49.000 m2 | 75.00000 3675.00| 65.00000 3185.00| 90.00000 4410.00 PCCP, 300 mm | | | 0029 503-03489 57.000 EACH| 8.00000 456.00| 15.00000 855.00| 14.00000 798.00 RETROFITTED TIE BARS | | | 0030 503-05240 14.400 m | 45.00000 648.00| 36.00000 518.40| 45.00000 648.00 D-1 CONTRACTION JOINT | | | 0031 601-01522 4.000 EACH| 1450.00000 5800.00| 1450.00000 5800.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01846 1.000 EACH| 1475.00000 1475.00| 1450.00000 1450.00| 1405.00000 1405.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-03929 32.370 m | 90.00000 2913.30| 90.00000 2913.30| 85.00000 2751.45 GUARDRAIL, W BEAM, SHOP CURVED, .952 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 511 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,608,381.57 ROUTE : I-70 CALL ORDER : 511 CONTRACT ID : B -26857-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1364963 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-05999 2.000 EACH| 35.50000 71.00| 50.00000 100.00| 34.00000 68.00 CURVED TERMINAL END | | | 0035 601-06233 2.000 EACH| 6600.00000 13200.00| 6875.00000 13750.00| 6310.00000 12620.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0036 601-06416 1.000 EACH| 625.00000 625.00| 600.00000 600.00| 600.00000 600.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0037 601-94689 5.000 EACH| 1800.00000 9000.00| 2000.00000 10000.00| 1750.00000 8750.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 521.970 m | 40.00000 20878.80| 42.00000 21922.74| 38.55000 20121.94 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99106 179.100 m | 73.00000 13074.30| 73.00000 13074.30| 69.85000 12510.14 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0040 601-99123 2.000 EACH| 2250.00000 4500.00| 2300.00000 4600.00| 2150.00000 4300.00 GUARDRAIL TRANSITION, GP | | | 0041 602-06639 308.000 m | 130.00000 40040.00| 65.00000 20020.00| 60.00000 18480.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06729 10.000 EACH| 10.00000 100.00| 10.00000 100.00| 7.00000 70.00 BARRIER DELINEATOR | | | 0043 609-06259 170.200 m2 | 70.00000 11914.00| 70.00000 11914.00| 90.00000 15318.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0044 615-01682 LUMP| 68000.00000 68000.00| 70000.00000 70000.00| 67611.00000 67611.00 WEIGH IN MOTION DATA COLLECTION SYSTEM | | | 0045 615-06490 14.000 EACH| 110.00000 1540.00| 110.00000 1540.00| 105.00000 1470.00 RIGHT OF WAY MARKER | | | 0046 615-06505 1.000 EACH| 470.00000 470.00| 475.00000 475.00| 450.00000 450.00 MONUMENT, B | | | 0047 616-02320 864.000 m2 | 1.00000 864.00| 3.00000 2592.00| 2.60000 2246.40 GEOTEXTILES | | | 0048 616-06405 318.300 Mg | 25.00000 7957.50| 24.00000 7639.20| 27.60000 8785.08 RIPRAP, REVETMENT | | | 0049 621-01004 1.000 EACH| 850.00000 850.00| 850.00000 850.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06559 10842.000 m2 | 0.42000 4553.64| 0.45000 4878.90| 0.38000 4119.96 MULCHED SEEDING, R | | | 0051 621-06567 108.000 kL | 1.10000 118.80| 1.00000 108.00| 1.00000 108.00 WATER | | | 0052 621-06574 1486.000 m2 | 3.50000 5201.00| 3.75000 5572.50| 3.30000 4903.80 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 511 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,608,381.57 ROUTE : I-70 CALL ORDER : 511 CONTRACT ID : B -26857-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1364963 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-07618 4540.000 m2 | 9.00000 40860.00| 9.25000 41995.00| 9.07000 41177.80 COMPOST SOIL BLANKET | | | 0054 701-03696 404.000 m | 105.00000 42420.00| 137.50000 55550.00| 150.00000 60600.00 PILE, STEEL SHELL, CONCRETE ENCASED, | | | 8.74 mm, 356 mm | | | 0055 701-06011 2.000 EACH| 1000.00000 2000.00| 4750.00000 9500.00| 1200.00000 2400.00 DYNAMIC PILE LOAD TEST | | | 0056 701-99086 22.000 EACH| 200.00000 4400.00| 100.00000 2200.00| 250.00000 5500.00 PILE TIP, STEEL SHELL | | | 0057 702-51005 32.600 m3 | 500.00000 16300.00| 575.00000 18745.00| 1000.00000 32600.00 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51015 33.000 m3 | 500.00000 16500.00| 500.00000 16500.00| 350.00000 11550.00 CONCRETE, B, FOOTINGS | | | 0059 702-92857 42.500 m3 | 500.00000 21250.00| 600.00000 25500.00| 500.00000 21250.00 CONCRETE, C, SUBSTRUCTURE | | | 0060 703-51030 4756.000 kg | 1.60000 7609.60| 1.40000 6658.40| 1.85000 8798.60 REINFORCING STEEL | | | 0061 703-51032 32590.000 kg | 1.60000 52144.00| 1.50000 48885.00| 1.90000 61921.00 REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 163.100 m3 | 500.00000 81550.00| 540.00000 88074.00| 600.00000 97860.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1450.00000 5800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 28.000 m3 | 415.00000 11620.00| 550.00000 15400.00| 575.00000 16100.00 CONCRETE, C, RAILING | | | 0065 707-06831 286.500 m | 570.00000 163305.00| 700.00000 200550.00| 925.00000 265012.50 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0066 709-51821 LUMP| 4800.00000 4800.00| 5500.00000 5500.00| 4000.00000 4000.00 SURFACE SEAL | | | 0067 715-05169 14.500 m | 100.00000 1450.00| 65.00000 942.50| 98.50000 1428.25 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0068 715-05203 20.000 m | 40.00000 800.00| 10.50000 210.00| 48.00000 960.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0069 715-05407 30.600 m | 20.00000 612.00| 6.00000 183.60| 25.00000 765.00 PIPE, END BENT DRAIN, 150 mm | | | 0070 715-46005 2.000 EACH| 200.00000 400.00| 250.00000 500.00| 405.00000 810.00 PIPE END SECTION, 375 mm | | | 0071 718-52610 6.000 m3 | 25.00000 150.00| 35.00000 210.00| 66.66000 399.96 AGGREGATE FOR UNDERDRAINS | | | 0072 726-92406 10.000 EACH| 100.00000 1000.00| 300.00000 3000.00| 200.00000 2000.00 BEARING ASSEMBLY, ELASTOMERIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 511 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,608,381.57 ROUTE : I-70 CALL ORDER : 511 CONTRACT ID : B -26857-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1364963 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 728-98377 LUMP| 2800.00000 2800.00| 4000.00000 4000.00| 2000.00000 2000.00 MASONRY COATING | | | 0074 731-93945 459.000 m2 | 170.00000 78030.00| 150.00000 68850.00| 190.00000 87210.00 FACE PANELS, CONCRETE | | | 0075 731-93946 459.000 m2 | 95.00000 43605.00| 75.00000 34425.00| 60.00000 27540.00 WALL ERECTION | | | 0076 731-93947 91.200 m | 65.00000 5928.00| 60.00000 5472.00| 235.00000 21432.00 LEVELING PAD, CONCRETE | | | 0077 801-04308 6.000 EACH| 335.00000 2010.00| 350.00000 2100.00| 320.00000 1920.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06207 49.000 m | 3.75000 183.75| 3.75000 183.75| 3.56000 174.44 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06625 22.000 EACH| 100.00000 2200.00| 100.00000 2200.00| 95.00000 2090.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0080 801-06640 30.000 EACH| 90.00000 2700.00| 100.00000 3000.00| 83.74000 2512.20 CONSTRUCTION SIGN, A | | | 0081 801-06775 LUMP| 10000.00000 10000.00| 24000.00000 24000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0082 801-07118 21.600 m | 26.00000 561.60| 35.00000 756.00| 25.00000 540.00 BARRICADE, III-A | | | 0083 808-06703 1020.000 m | 1.10000 1122.00| 1.20000 1224.00| 1.06000 1081.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-75245 966.000 m | 1.10000 1062.60| 1.20000 1159.20| 1.02000 985.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75297 8.000 m | 15.50000 124.00| 20.00000 160.00| 15.00000 120.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0086 206-51230 41.000 m3 | 25.00000 1025.00| 35.00000 1435.00| 30.00000 1230.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 1,395,992.25| $ 1,498,296.74| $ 1,596,996.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,395,992.25| $ 1,498,296.74| $ 1,596,996.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 511 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,608,381.57 ROUTE : I-70 CALL ORDER : 511 CONTRACT ID : B -26857-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 13.000 MOS | 1675.00000 21775.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 85005.50000 85005.50| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17001.10000 17001.10| | CLEARING RIGHT OF WAY | | | 0005 202-01032 2.000 EACH| 2500.00000 5000.00| | SAND BARREL ARRAY, REMOVE | | | 0006 202-02240 49.000 m2 | 30.00000 1470.00| | PAVEMENT REMOVAL | | | 0007 202-02241 269.000 m | 9.50000 2555.50| | GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP| 135278.00000 135278.00| | PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 863.000 m3 | 27.50000 23732.50| | EXCAVATION, COMMON | | | 0010 203-02070 6959.000 m3 | 11.75000 81768.25| | BORROW | | | 0011 205-06931 56.100 Mg | 80.00000 4488.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 1.000 EACH| 80.00000 80.00| | TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 155.000 m | 6.00000 930.00| | TEMPORARY SILT FENCE | | | 0014 207-07500 912.000 m2 | 6.00000 5472.00| | SUBGRADE TREATMENT, TYPE C | | | 0015 211-02050 585.000 m3 | 30.00000 17550.00| | B BORROW | | | 0016 211-06467 36.200 m3 | 48.00000 1737.60| | AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 1407.400 m3 | 24.75000 34833.15| | STRUCTURE BACKFILL | | | 0018 301-07448 2119.900 Mg | 16.25000 34448.38| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-06464 49.000 m3 | 90.00000 4410.00| | SUBBASE FOR PCCP | | | 0020 304-07509 36.300 Mg | 130.00000 4719.00| | WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 25 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 511 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,608,381.57 ROUTE : I-70 CALL ORDER : 511 CONTRACT ID : B -26857-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 306-08043 709.000 m2 | 5.00000 3545.00| | MILLING, TRANSITION | | | 0022 401-07322 488.900 Mg | 64.00000 31289.60| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0023 401-07392 402.500 Mg | 60.00000 24150.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07408 2174.200 Mg | 52.50000 114145.50| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0025 402-07432 24.600 Mg | 170.00000 4182.00| | HMA SURFACE, TYPE A | | | 0026 402-07435 41.100 Mg | 105.00000 4315.50| | HMA INTERMEDIATE, TYPE A | | | 0027 406-05520 3.700 Mg | 300.00000 1110.00| | ASPHALT FOR TACK COAT | | | 0028 502-06329 49.000 m2 | 80.00000 3920.00| | PCCP, 300 mm | | | 0029 503-03489 57.000 EACH| 32.00000 1824.00| | RETROFITTED TIE BARS | | | 0030 503-05240 14.400 m | 43.00000 619.20| | D-1 CONTRACTION JOINT | | | 0031 601-01522 4.000 EACH| 1400.00000 5600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01846 1.000 EACH| 1405.00000 1405.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-03929 32.370 m | 85.00000 2751.45| | GUARDRAIL, W BEAM, SHOP CURVED, .952 m | | | SPACING | | | 0034 601-05999 2.000 EACH| 34.00000 68.00| | CURVED TERMINAL END | | | 0035 601-06233 2.000 EACH| 6310.00000 12620.00| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0036 601-06416 1.000 EACH| 600.00000 600.00| | IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0037 601-94689 5.000 EACH| 1750.00000 8750.00| | GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 521.970 m | 38.55000 20121.94| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99106 179.100 m | 69.85000 12510.14| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 511 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,608,381.57 ROUTE : I-70 CALL ORDER : 511 CONTRACT ID : B -26857-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-99123 2.000 EACH| 2150.00000 4300.00| | GUARDRAIL TRANSITION, GP | | | 0041 602-06639 308.000 m | 85.00000 26180.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06729 10.000 EACH| 9.00000 90.00| | BARRIER DELINEATOR | | | 0043 609-06259 170.200 m2 | 66.75000 11360.85| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0044 615-01682 LUMP| 73500.00000 73500.00| | WEIGH IN MOTION DATA COLLECTION SYSTEM | | | 0045 615-06490 14.000 EACH| 105.00000 1470.00| | RIGHT OF WAY MARKER | | | 0046 615-06505 1.000 EACH| 450.00000 450.00| | MONUMENT, B | | | 0047 616-02320 864.000 m2 | 2.25000 1944.00| | GEOTEXTILES | | | 0048 616-06405 318.300 Mg | 36.50000 11617.95| | RIPRAP, REVETMENT | | | 0049 621-01004 1.000 EACH| 875.00000 875.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06559 10842.000 m2 | 0.41000 4445.22| | MULCHED SEEDING, R | | | 0051 621-06567 108.000 kL | 1.09000 117.72| | WATER | | | 0052 621-06574 1486.000 m2 | 4.95000 7355.70| | SODDING | | | 0053 621-07618 4540.000 m2 | 9.50000 43130.00| | COMPOST SOIL BLANKET | | | 0054 701-03696 404.000 m | 100.00000 40400.00| | PILE, STEEL SHELL, CONCRETE ENCASED, | | | 8.74 mm, 356 mm | | | 0055 701-06011 2.000 EACH| 3900.00000 7800.00| | DYNAMIC PILE LOAD TEST | | | 0056 701-99086 22.000 EACH| 200.00000 4400.00| | PILE TIP, STEEL SHELL | | | 0057 702-51005 32.600 m3 | 500.00000 16300.00| | CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51015 33.000 m3 | 500.00000 16500.00| | CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 511 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,608,381.57 ROUTE : I-70 CALL ORDER : 511 CONTRACT ID : B -26857-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 702-92857 42.500 m3 | 700.00000 29750.00| | CONCRETE, C, SUBSTRUCTURE | | | 0060 703-51030 4756.000 kg | 1.50000 7134.00| | REINFORCING STEEL | | | 0061 703-51032 32590.000 kg | 1.65000 53773.50| | REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 163.100 m3 | 625.00000 101937.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1350.00000 5400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 28.000 m3 | 575.00000 16100.00| | CONCRETE, C, RAILING | | | 0065 707-06831 286.500 m | 725.00000 207712.50| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0066 709-51821 LUMP| 5600.00000 5600.00| | SURFACE SEAL | | | 0067 715-05169 14.500 m | 125.00000 1812.50| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0068 715-05203 20.000 m | 45.00000 900.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0069 715-05407 30.600 m | 15.50000 474.30| | PIPE, END BENT DRAIN, 150 mm | | | 0070 715-46005 2.000 EACH| 175.00000 350.00| | PIPE END SECTION, 375 mm | | | 0071 718-52610 6.000 m3 | 80.00000 480.00| | AGGREGATE FOR UNDERDRAINS | | | 0072 726-92406 10.000 EACH| 250.00000 2500.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0073 728-98377 LUMP| 3750.00000 3750.00| | MASONRY COATING | | | 0074 731-93945 459.000 m2 | 140.00000 64260.00| | FACE PANELS, CONCRETE | | | 0075 731-93946 459.000 m2 | 51.00000 23409.00| | WALL ERECTION | | | 0076 731-93947 91.200 m | 875.00000 79800.00| | LEVELING PAD, CONCRETE | | | 0077 801-04308 6.000 EACH| 350.00000 2100.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06207 49.000 m | 3.75000 183.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 511 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,608,381.57 ROUTE : I-70 CALL ORDER : 511 CONTRACT ID : B -26857-A COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06625 22.000 EACH| 105.00000 2310.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0080 801-06640 30.000 EACH| 91.50000 2745.00| | CONSTRUCTION SIGN, A | | | 0081 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0082 801-07118 21.600 m | 28.00000 604.80| | BARRICADE, III-A | | | 0083 808-06703 1020.000 m | 1.15000 1173.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-75245 966.000 m | 1.10000 1062.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75297 8.000 m | 16.25000 130.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0086 206-51230 41.000 m3 | 40.00000 1640.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 1,700,110.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,700,110.20| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,256.10 ROUTE : I-64 CALL ORDER : 531 CONTRACT ID : B -27215-A COUNTIES : GIBSON LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0641105 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 633,901.14 100.0000% 2 35-1878024 RAGLE, INC. $ 653,311.35 103.0620% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 659,385.49 104.0202% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 725,751.37 114.4896% 5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 824,996.56 130.1459% 6 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 984,293.29 155.2755% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I 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| 6000.00000 6000.00| 2000.00000 2000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1700.00000 13600.00| 750.00000 6000.00| 1400.00000 11200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 31900.00000 31900.00| 33000.00000 33000.00| 32000.00000 32000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 116.800 SYS | 18.00000 2102.40| 12.00000 1401.60| 17.00000 1985.60 PAVEMENT REMOVAL | | | 0005 202-02241 506.500 LFT | 3.50000 1772.75| 2.50000 1266.25| 3.50000 1772.75 GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 235.00000 940.00| 125.00000 500.00| 300.00000 1200.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-51328 LUMP| 70500.00000 70500.00| 99500.00000 99500.00| 66000.00000 66000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 30.000 SYS | 23.00000 690.00| 20.00000 600.00| 50.00000 1500.00 SLOPEWALL, REMOVE | | | 0009 202-99187 100.000 LFT | 5.00000 500.00| 2.00000 200.00| 5.00000 500.00 FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 250.000 CYS | 18.00000 4500.00| 10.00000 2500.00| 26.00000 6500.00 EXCAVATION, COMMON | | | 0011 205-06937 2000.000 LFT | 2.30000 4600.00| 1.25000 2500.00| 1.30000 2600.00 TEMPORARY SILT FENCE | | | 0012 206-51230 62.000 CYS | 30.00000 1860.00| 15.00000 930.00| 30.00000 1860.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,256.10 ROUTE : I-64 CALL ORDER : 531 CONTRACT ID : B -27215-A COUNTIES : GIBSON LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-06467 36.000 CYS | 48.00000 1728.00| 40.00000 1440.00| 60.00000 2160.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 302-07455 28.000 CYS | 58.00000 1624.00| 45.00000 1260.00| 60.00000 1680.00 DENSE GRADED SUBBASE | | | 0015 306-08036 542.000 SYS | 9.00000 4878.00| 6.00000 3252.00| 8.00000 4336.00 MILLING, ASPHALT, 2 IN. | | | 0016 406-05521 874.000 SYS | 0.10000 87.40| 0.05000 43.70| 0.35000 305.90 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01626 2.000 EACH| 1395.00000 2790.00| 1200.00000 2400.00| 1395.00000 2790.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0019 601-06037 2.000 EACH| 600.00000 1200.00| 700.00000 1400.00| 600.00000 1200.00 GUARDRAIL END TREATMENT, I | | | 0021 601-07024 4.000 EACH| 3600.00000 14400.00| 5625.00000 22500.00| 3600.00000 14400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0022 601-94689 2.000 EACH| 2395.00000 4790.00| 2025.00000 4050.00| 2395.00000 4790.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 193.750 LFT | 14.95000 2896.56| 13.00000 2518.75| 14.95000 2896.56 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 720.000 LFT | 20.00000 14400.00| 32.00000 23040.00| 17.00000 12240.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 400.000 LFT | 20.00000 8000.00| 30.00000 12000.00| 14.00000 5600.00 TEMPORARY CONCRETE BARRIER | | | 0026 602-06729 14.000 EACH| 5.00000 70.00| 6.00000 84.00| 7.00000 98.00 BARRIER DELINEATOR | | | 0027 603-06040 100.000 LFT | 7.50000 750.00| 20.00000 2000.00| 7.50000 750.00 FENCE, FARM FIELD, 47 IN. | | | 0028 609-06259 161.200 SYS | 65.00000 10478.00| 50.00000 8060.00| 65.00000 10478.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 610-07487 200.000 TON | 96.00000 19200.00| 100.00000 20000.00| 60.00000 12000.00 HMA FOR APPROACHES, TYPE B | | | 0030 616-02320 131.000 SYS | 2.55000 334.05| 2.00000 262.00| 3.00000 393.00 GEOTEXTILES | | | 0031 616-06405 14.000 TON | 59.00000 826.00| 25.00000 350.00| 35.00000 490.00 RIPRAP, REVETMENT | | | 0032 616-51367 30.000 SYS | 36.50000 1095.00| 60.00000 1800.00| 100.00000 3000.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0033 621-01004 1.000 EACH| 1000.00000 1000.00| 100.00000 100.00| 900.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,256.10 ROUTE : I-64 CALL ORDER : 531 CONTRACT ID : B -27215-A COUNTIES : GIBSON LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06548 4.000 LBS | 38.00000 152.00| 20.00000 80.00| 38.00000 152.00 SEED MIXTURE, CV | | | 0035 621-06559 2000.000 SYS | 0.56000 1120.00| 0.80000 1600.00| 0.56000 1120.00 MULCHED SEEDING, R | | | 0036 702-51005 50.000 CYS | 495.00000 24750.00| 800.00000 40000.00| 650.00000 32500.00 CONCRETE, A, SUBSTRUCTURE | | | 0037 702-51110 1288.000 LBS | 2.80000 3606.40| 2.25000 2898.00| 3.00000 3864.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0038 703-51030 5644.000 LBS | 0.95000 5361.80| 0.75000 4233.00| 1.00000 5644.00 REINFORCING STEEL | | | 0039 703-51032 57362.000 LBS | 0.85000 48757.70| 0.80000 45889.60| 0.90000 51625.80 REINFORCING STEEL, EPOXY COATED | | | 0040 704-51002 181.800 CYS | 500.00000 90900.00| 425.00000 77265.00| 500.00000 90900.00 CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-05732 4.000 EACH| 1000.00000 4000.00| 650.00000 2600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0042 706-51020 40.000 CYS | 312.00000 12480.00| 300.00000 12000.00| 400.00000 16000.00 CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 3758.00000 3758.00| 3500.00000 3500.00| 4450.00000 4450.00 SURFACE SEAL | | | 0044 711-51038 LUMP| 80000.00000 80000.00| 94500.00000 94500.00| 119000.00000 119000.00 STRUCTURAL STEEL | | | 0045 711-51864 432.000 EACH| 18.00000 7776.00| 18.00000 7776.00| 20.00000 8640.00 DRILLED HOLE | | | 0046 711-51877 LUMP| 10000.00000 10000.00| 12500.00000 12500.00| 12000.00000 12000.00 JACKING AND SUPPORTING BEAMS | | | 0047 711-96479 148.000 EACH| 9.00000 1332.00| 9.00000 1332.00| 10.00000 1480.00 BOLT, REMOVE | | | 0048 715-05407 100.000 LFT | 8.00000 800.00| 5.00000 500.00| 10.00000 1000.00 PIPE, END BENT DRAIN, 6 IN. | | | 0049 715-91361 12.000 LFT | 35.00000 420.00| 25.00000 300.00| 85.00000 1020.00 PIPE, PVC, 6 IN. | | | 0050 718-06531 2.000 EACH| 450.00000 900.00| 300.00000 600.00| 800.00000 1600.00 OUTLET PROTECTOR, 3 | | | 0051 726-01452 6.000 EACH| 675.00000 4050.00| 750.00000 4500.00| 600.00000 3600.00 BEARING ASSEMBLY, EXPANSION, E2 | | | 0052 726-01454 6.000 EACH| 675.00000 4050.00| 750.00000 4500.00| 600.00000 3600.00 BEARING ASSEMBLY, EXPANSION, E4 | | | 0053 801-04308 2.000 EACH| 295.00000 590.00| 265.00000 530.00| 295.00000 590.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06640 28.000 EACH| 90.00000 2520.00| 93.50000 2618.00| 80.00000 2240.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,256.10 ROUTE : I-64 CALL ORDER : 531 CONTRACT ID : B -27215-A COUNTIES : GIBSON LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06645 2.000 EACH| 45.00000 90.00| 40.00000 80.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 17700.00000 17700.00| 3500.00000 3500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0057 801-07118 72.000 LFT | 18.00000 1296.00| 8.00000 576.00| 16.70000 1202.40 BARRICADE, III-A | | | 0058 802-05702 63.000 LFT | 9.96000 627.48| 5.55000 349.65| 9.96000 627.48 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0059 802-76045 20.000 SFT | 21.90000 438.00| 16.70000 334.00| 21.90000 438.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0060 808-06713 1070.000 LFT | 0.24000 256.80| 0.37000 395.90| 0.24000 256.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 1070.000 LFT | 0.24000 256.80| 0.37000 395.90| 0.24000 256.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 601-06246 2.000 EACH| 35000.00000 70000.00| 32000.00000 64000.00| 32636.20000 65272.40 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0063 202-95027 2.000 EACH| 800.00000 1600.00| 500.00000 1000.00| 1000.00000 2000.00 IMPACT ATTENUATOR, REMOVE | | | SECTION TOTALS | $ 633,901.14| $ 653,311.35| $ 659,385.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 633,901.14| $ 653,311.35| $ 659,385.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,256.10 ROUTE : I-64 CALL ORDER : 531 CONTRACT ID : B -27215-A COUNTIES : GIBSON LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1009310 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|DEIG BROTHERS LUMBER & CONST 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| 8500.00000 8500.00| 17848.50000 17848.50| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1300.00000 10400.00| 1605.94000 12847.52| 2150.00000 17200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 36000.00000 36000.00| 41249.83000 41249.83| 49000.00000 49000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 116.800 SYS | 40.00000 4672.00| 16.29000 1902.67| 18.50000 2160.80 PAVEMENT REMOVAL | | | 0005 202-02241 506.500 LFT | 3.75000 1899.38| 3.99000 2020.94| 3.90000 1975.35 GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 550.00000 2200.00| 218.91000 875.64| 275.00000 1100.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-51328 LUMP| 51000.00000 51000.00| 133001.66000 133001.66| 158000.00000 158000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 30.000 SYS | 13.00000 390.00| 12.62000 378.60| 38.00000 1140.00 SLOPEWALL, REMOVE | | | 0009 202-99187 100.000 LFT | 2.00000 200.00| 4.46000 446.00| 3.00000 300.00 FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 250.000 CYS | 15.00000 3750.00| 22.78000 5695.00| 16.50000 4125.00 EXCAVATION, COMMON | | | 0011 205-06937 2000.000 LFT | 1.50000 3000.00| 2.38000 4760.00| 2.10000 4200.00 TEMPORARY SILT FENCE | | | 0012 206-51230 62.000 CYS | 30.00000 1860.00| 42.43000 2630.66| 33.00000 2046.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-06467 36.000 CYS | 65.00000 2340.00| 48.03000 1729.08| 36.00000 1296.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 302-07455 28.000 CYS | 50.00000 1400.00| 41.21000 1153.88| 32.00000 896.00 DENSE GRADED SUBBASE | | | 0015 306-08036 542.000 SYS | 10.00000 5420.00| 9.26000 5018.92| 7.70000 4173.40 MILLING, ASPHALT, 2 IN. | | | 0016 406-05521 874.000 SYS | 0.06000 52.44| 0.06000 52.44| 0.20000 174.80 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1250.00000 5000.00| 1784.85000 7139.40| 1280.00000 5120.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01626 2.000 EACH| 1450.00000 2900.00| 1427.88000 2855.76| 1470.00000 2940.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0019 601-06037 2.000 EACH| 625.00000 1250.00| 832.93000 1665.86| 640.00000 1280.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 531 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,256.10 ROUTE : I-64 CALL ORDER : 531 CONTRACT ID : B -27215-A COUNTIES : GIBSON LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1009310 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-07024 4.000 EACH| 4500.00000 18000.00| 6693.19000 26772.76| 3810.00000 15240.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0022 601-94689 2.000 EACH| 2450.00000 4900.00| 2409.55000 4819.10| 2540.00000 5080.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 193.750 LFT | 16.00000 3100.00| 15.47000 2997.31| 15.60000 3022.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 720.000 LFT | 30.00000 21600.00| 34.31000 24703.20| 47.00000 33840.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 400.000 LFT | 28.00000 11200.00| 39.37000 15748.00| 43.00000 17200.00 TEMPORARY CONCRETE BARRIER | | | 0026 602-06729 14.000 EACH| 8.00000 112.00| 8.33000 116.62| 11.00000 154.00 BARRIER DELINEATOR | | | 0027 603-06040 100.000 LFT | 8.00000 800.00| 23.80000 2380.00| 8.00000 800.00 FENCE, FARM FIELD, 47 IN. | | | 0028 609-06259 161.200 SYS | 65.00000 10478.00| 68.47000 11037.36| 74.00000 11928.80 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 610-07487 200.000 TON | 85.00000 17000.00| 95.19000 19038.00| 114.00000 22800.00 HMA FOR APPROACHES, TYPE B | | | 0030 616-02320 131.000 SYS | 1.25000 163.75| 5.32000 696.92| 2.20000 288.20 GEOTEXTILES | | | 0031 616-06405 14.000 TON | 35.00000 490.00| 51.89000 726.46| 53.00000 742.00 RIPRAP, REVETMENT | | | 0032 616-51367 30.000 SYS | 60.00000 1800.00| 37.86000 1135.80| 46.00000 1380.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0033 621-01004 1.000 EACH| 950.00000 950.00| 594.95000 594.95| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06548 4.000 LBS | 40.00000 160.00| 35.70000 142.80| 34.00000 136.00 SEED MIXTURE, CV | | | 0035 621-06559 2000.000 SYS | 0.60000 1200.00| 0.73000 1460.00| 0.70000 1400.00 MULCHED SEEDING, R | | | 0036 702-51005 50.000 CYS | 875.00000 43750.00| 733.84000 36692.00| 822.00000 41100.00 CONCRETE, A, SUBSTRUCTURE | | | 0037 702-51110 1288.000 LBS | 5.00000 6440.00| 1.79000 2305.52| 2.30000 2962.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0038 703-51030 5644.000 LBS | 1.10000 6208.40| 0.87000 4910.28| 0.84000 4740.96 REINFORCING STEEL | | | 0039 703-51032 57362.000 LBS | 1.20000 68834.40| 0.93000 53346.66| 0.94000 53920.28 REINFORCING STEEL, EPOXY COATED | | | 0040 704-51002 181.800 CYS | 550.00000 99990.00| 666.58000 121184.24| 638.00000 115988.40 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 531 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,256.10 ROUTE : I-64 CALL ORDER : 531 CONTRACT ID : B -27215-A COUNTIES : GIBSON LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1009310 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 706-05732 4.000 EACH| 1200.00000 4800.00| 1446.77000 5787.08| 1430.00000 5720.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0042 706-51020 40.000 CYS | 350.00000 14000.00| 252.11000 10084.40| 415.00000 16600.00 CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 4000.00000 4000.00| 4471.24000 4471.24| 5540.00000 5540.00 SURFACE SEAL | | | 0044 711-51038 LUMP| 100000.00000 100000.00| 116574.98000 116574.98| 143000.00000 143000.00 STRUCTURAL STEEL | | | 0045 711-51864 432.000 EACH| 20.00000 8640.00| 16.66000 7197.12| 12.50000 5400.00 DRILLED HOLE | | | 0046 711-51877 LUMP| 25000.00000 25000.00| 7107.69000 7107.69| 72000.00000 72000.00 JACKING AND SUPPORTING BEAMS | | | 0047 711-96479 148.000 EACH| 9.50000 1406.00| 9.52000 1408.96| 9.00000 1332.00 BOLT, REMOVE | | | 0048 715-05407 100.000 LFT | 9.00000 900.00| 6.23000 623.00| 22.00000 2200.00 PIPE, END BENT DRAIN, 6 IN. | | | 0049 715-91361 12.000 LFT | 35.00000 420.00| 21.29000 255.48| 22.00000 264.00 PIPE, PVC, 6 IN. | | | 0050 718-06531 2.000 EACH| 600.00000 1200.00| 451.14000 902.28| 155.00000 310.00 OUTLET PROTECTOR, 3 | | | 0051 726-01452 6.000 EACH| 750.00000 4500.00| 563.42000 3380.52| 675.00000 4050.00 BEARING ASSEMBLY, EXPANSION, E2 | | | 0052 726-01454 6.000 EACH| 750.00000 4500.00| 563.42000 3380.52| 695.00000 4170.00 BEARING ASSEMBLY, EXPANSION, E4 | | | 0053 801-04308 2.000 EACH| 300.00000 600.00| 315.32000 630.64| 340.00000 680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06640 28.000 EACH| 100.00000 2800.00| 111.26000 3115.28| 85.00000 2380.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 2.000 EACH| 40.00000 80.00| 47.60000 95.20| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 18000.00000 18000.00| 7734.35000 7734.35| 34000.00000 34000.00 MAINTAINING TRAFFIC | | | 0057 801-07118 72.000 LFT | 7.00000 504.00| 7.73000 556.56| 19.00000 1368.00 BARRICADE, III-A | | | 0058 802-05702 63.000 LFT | 5.00000 315.00| 6.60000 415.80| 10.80000 680.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0059 802-76045 20.000 SFT | 26.00000 520.00| 19.87000 397.40| 23.30000 466.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0060 808-06713 1070.000 LFT | 0.40000 428.00| 0.44000 470.80| 0.30000 321.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 531 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 673,256.10 ROUTE : I-64 CALL ORDER : 531 CONTRACT ID : B -27215-A COUNTIES : GIBSON LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1009310 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 808-06714 1070.000 LFT | 0.40000 428.00| 0.44000 470.80| 0.30000 321.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 601-06246 2.000 EACH| 36000.00000 72000.00| 37481.85000 74963.70| 34700.00000 69400.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0063 202-95027 2.000 EACH| 650.00000 1300.00| 446.21000 892.42| 775.00000 1550.00 IMPACT ATTENUATOR, REMOVE | | | SECTION TOTALS | $ 725,751.37| $ 824,996.56| $ 984,293.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 725,751.37| $ 824,996.56| $ 984,293.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 322,943.29 ROUTE : US 421 CALL ORDER : 541 CONTRACT ID : B -27217-A COUNTIES : PULASKI LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0818028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 336,966.56 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 352,671.66 104.6607% 3 35-1523985 WIRTZ & YATES, INC. $ 375,419.39 111.4114% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1386990 |(3) 35-1523985 |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 6800.00000 6800.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 2200.00000 19800.00| 2400.00000 21600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 16900.00000 16900.00| 25000.00000 25000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 200.000 SYS | 8.00000 1600.00| 15.00000 3000.00| 15.00000 3000.00 PAVEMENT REMOVAL | | | 0005 202-02241 528.000 LFT | 3.25000 1716.00| 6.00000 3168.00| 3.64000 1921.92 GUARDRAIL, REMOVE | | | 0006 202-51133 162.000 LFT | 4.35000 704.70| 9.00000 1458.00| 3.45000 558.90 RAILING, REMOVE | | | 0007 202-51328 LUMP| 19400.00000 19400.00| 38000.00000 38000.00| 42300.00000 42300.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02070 300.000 CYS | 12.50000 3750.00| 15.00000 4500.00| 12.00000 3600.00 BORROW | | | 0009 211-07454 21.000 CYS | 16.00000 336.00| 38.00000 798.00| 20.00000 420.00 STRUCTURE BACKFILL | | | 0010 302-07455 34.000 CYS | 27.90000 948.60| 30.00000 1020.00| 25.00000 850.00 DENSE GRADED SUBBASE | | | 0011 304-07493 197.000 TON | 85.00000 16745.00| 105.00000 20685.00| 100.00000 19700.00 WIDENING WITH HMA, TYPE B | | | 0012 306-08043 440.000 SYS | 10.00000 4400.00| 8.00000 3520.00| 7.00000 3080.00 MILLING, TRANSITION | | | 0013 406-05521 1173.000 SYS | 0.05000 58.65| 0.45000 527.85| 0.10000 117.30 ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1600.00000 6400.00| 1875.00000 7500.00| 1736.00000 6944.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 322,943.29 ROUTE : US 421 CALL ORDER : 541 CONTRACT ID : B -27217-A COUNTIES : PULASKI LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1386990 |(3) 35-1523985 |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-07024 2.000 EACH| 5700.00000 11400.00| 6400.00000 12800.00| 6400.00000 12800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0016 601-94689 4.000 EACH| 1900.00000 7600.00| 2300.00000 9200.00| 2156.00000 8624.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 1.000 EACH| 930.00000 930.00| 1200.00000 1200.00| 1036.00000 1036.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 612.500 LFT | 12.60000 7717.50| 16.00000 9800.00| 15.00000 9187.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 602-06639 400.000 LFT | 22.50000 9000.00| 24.00000 9600.00| 25.00000 10000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 370.000 LFT | 21.40000 7918.00| 23.00000 8510.00| 25.00000 9250.00 TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 6.000 EACH| 8.00000 48.00| 13.00000 78.00| 12.00000 72.00 BARRIER DELINEATOR | | | 0022 607-95754 119.000 LFT | 10.50000 1249.50| 42.00000 4998.00| 12.00000 1428.00 PAVED SIDE DITCH, BREAK | | | 0023 609-06259 212.000 SYS | 64.00000 13568.00| 50.00000 10600.00| 50.00000 10600.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0024 610-07487 278.000 TON | 68.00000 18904.00| 80.00000 22240.00| 78.20000 21739.60 HMA FOR APPROACHES, TYPE B | | | 0025 616-02320 196.000 SYS | 3.00000 588.00| 4.00000 784.00| 3.00000 588.00 GEOTEXTILES | | | 0026 616-06405 115.000 TON | 25.00000 2875.00| 22.00000 2530.00| 26.00000 2990.00 RIPRAP, REVETMENT | | | 0027 702-04433 26.000 EACH| 105.51000 2743.26| 125.00000 3250.00| 12.00000 312.00 FLOOR DRAIN, PVC, 6 IN. | | | 0028 703-51030 4798.000 LBS | 0.85000 4078.30| 0.52000 2494.96| 0.80000 3838.40 REINFORCING STEEL | | | 0029 703-51032 18264.000 LBS | 1.00000 18264.00| 0.63000 11506.32| 0.75000 13698.00 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97703 64.000 EACH| 18.90000 1209.60| 14.00000 896.00| 13.00000 832.00 THREADED BAR SPLICE, EPOXY COATED | | | 0031 704-51002 33.300 CYS | 1000.00000 33300.00| 525.00000 17482.50| 700.00000 23310.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH| 2000.00000 8000.00| 1200.00000 4800.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 17.000 CYS | 650.00000 11050.00| 395.00000 6715.00| 600.00000 10200.00 CONCRETE, C, RAILING | | | 0034 709-51821 LUMP| 3700.00000 3700.00| 4400.00000 4400.00| 1800.00000 1800.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 322,943.29 ROUTE : US 421 CALL ORDER : 541 CONTRACT ID : B -27217-A COUNTIES : PULASKI LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1386990 |(3) 35-1523985 |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-05168 50.000 LFT | 20.00000 1000.00| 15.00000 750.00| 15.00000 750.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0036 715-46000 1.000 EACH| 167.80000 167.80| 225.00000 225.00| 100.00000 100.00 PIPE END SECTION, 12 IN. | | | 0037 722-51842 398.000 SYS | 79.50000 31641.00| 43.00000 17114.00| 55.00000 21890.00 BRIDGE DECK OVERLAY | | | 0038 722-51846 2.300 CYS | 330.00000 759.00| 330.00000 759.00| 330.00000 759.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 179.000 SFT | 27.00000 4833.00| 14.00000 2506.00| 8.00000 1432.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0040 722-60824 367.000 SYS | 6.05000 2220.35| 7.00000 2569.00| 8.00000 2936.00 SURFACE MILLING | | | 0041 801-01851 LUMP| 18800.00000 18800.00| 22000.00000 22000.00| 23800.00000 23800.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0042 801-06203 740.000 LFT | 0.40000 296.00| 0.49000 362.60| 0.43000 318.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 6500.000 LFT | 0.80000 5200.00| 0.94000 6110.00| 0.90000 5850.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06577 24.000 LFT | 5.00000 120.00| 8.00000 192.00| 5.60000 134.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0045 801-06640 17.000 EACH| 79.00000 1343.00| 97.00000 1649.00| 115.00000 1955.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 8.000 EACH| 35.00000 280.00| 50.00000 400.00| 60.00000 480.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0048 801-07119 32.000 LFT | 6.00000 192.00| 9.00000 288.00| 10.00000 320.00 BARRICADE, III-B | | | 0049 802-05701 13.000 LFT | 19.00000 247.00| 16.00000 208.00| 21.28000 276.64 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-07058 1.000 EACH| 50.00000 50.00| 68.00000 68.00| 57.00000 57.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0051 802-07059 4.000 EACH| 30.00000 120.00| 37.50000 150.00| 45.00000 180.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0052 802-07060 1.000 EACH| 50.00000 50.00| 74.00000 74.00| 57.00000 57.00 SIGN, SHEET, RELOCATE | | | 0053 808-06703 1856.000 LFT | 0.35000 649.60| 0.49000 909.44| 0.39000 723.84 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 541 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 322,943.29 ROUTE : US 421 CALL ORDER : 541 CONTRACT ID : B -27217-A COUNTIES : PULASKI LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1386990 |(3) 35-1523985 |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06716 1258.000 LFT | 0.40000 503.20| 0.65000 817.70| 0.46000 578.68 LINE, REMOVE | | | 0055 808-75051 244.000 LFT | 1.90000 463.60| 2.25000 549.00| 2.13000 519.72 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0056 808-75054 122.000 LFT | 1.90000 231.80| 2.25000 274.50| 2.13000 259.86 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0057 808-75063 31.000 LFT | 1.90000 58.90| 2.25000 69.75| 2.13000 66.03 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 4 IN. | | | 0058 808-75240 732.000 LFT | 0.35000 256.20| 0.49000 358.68| 0.40000 292.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0059 808-75245 2564.000 LFT | 0.35000 897.40| 0.49000 1256.36| 0.40000 1025.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0060 808-75996 9.000 EACH| 14.40000 129.60| 25.00000 225.00| 20.00000 180.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 9.000 EACH| 95.00000 855.00| 125.00000 1125.00| 120.00000 1080.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 336,966.56| $ 352,671.66| $ 375,419.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 336,966.56| $ 352,671.66| $ 375,419.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 603,011.03 ROUTE : US 31 CALL ORDER : 551 CONTRACT ID : B -27220-A COUNTIES : MARSHALL LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1537027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 497,483.42 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 533,558.82 107.2515% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3300.00000 3300.00| 4900.00000 4900.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1475.00000 8850.00| 1500.00000 9000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 24874.17000 24874.17| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9949.67000 9949.67| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 400.000 SYS | 18.00000 7200.00| 15.10000 6040.00| PAVEMENT REMOVAL | | | 0006 202-02241 1390.000 LFT | 2.40000 3336.00| 2.40000 3336.00| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 8953.17000 8953.17| 11550.00000 11550.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 403.200 SYS | 10.00000 4032.00| 9.30000 3749.76| SLOPEWALL, REMOVE | | | 0009 202-52710 453.000 SYS | 8.00000 3624.00| 5.65000 2559.45| SIDEWALK, CONCRETE, REMOVE | | | 0010 202-62420 376.000 LFT | 14.00000 5264.00| 3.00000 1128.00| BRIDGE RAILING, REMOVE | | | 0011 203-02000 400.000 CYS | 11.50000 4600.00| 18.30000 7320.00| EXCAVATION, COMMON | | | 0012 203-02070 385.000 CYS | 14.00000 5390.00| 20.90000 8046.50| BORROW | | | 0013 205-06937 1580.000 LFT | 1.50000 2370.00| 1.50000 2370.00| TEMPORARY SILT FENCE | | | 0014 211-02050 240.000 CYS | 15.00000 3600.00| 26.00000 6240.00| B BORROW | | | 0015 211-07454 33.000 CYS | 51.00000 1683.00| 27.80000 917.40| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 603,011.03 ROUTE : US 31 CALL ORDER : 551 CONTRACT ID : B -27220-A COUNTIES : MARSHALL LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 302-06464 22.000 CYS | 76.00000 1672.00| 50.50000 1111.00| SUBBASE FOR PCCP | | | 0017 302-07455 46.000 CYS | 70.00000 3220.00| 40.70000 1872.20| DENSE GRADED SUBBASE | | | 0018 303-01180 65.000 TON | 34.00000 2210.00| 16.10000 1046.50| COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07489 13.000 TON | 150.00000 1950.00| 150.00000 1950.00| HMA PATCHING, TYPE A | | | 0020 304-07491 61.000 TON | 150.00000 9150.00| 150.00000 9150.00| HMA PATCHING, TYPE C | | | 0021 304-07494 26.000 TON | 200.00000 5200.00| 150.00000 3900.00| WIDENING WITH HMA, TYPE C | | | 0022 306-08043 730.000 SYS | 6.00000 4380.00| 4.15000 3029.50| MILLING, TRANSITION | | | 0023 402-07434 60.000 TON | 75.00000 4500.00| 75.00000 4500.00| HMA SURFACE, TYPE C | | | 0024 406-05521 1150.000 SYS | 0.01000 11.50| 0.01000 11.50| ASPHALT FOR TACK COAT | | | 0025 503-03489 106.000 EACH| 10.25000 1086.50| 6.60000 699.60| RETROFITTED TIE BARS | | | 0026 503-05310 104.000 LFT | 111.00000 11544.00| 113.00000 11752.00| TERMINAL JOINT | | | 0027 601-01522 8.000 EACH| 1460.00000 11680.00| 1460.00000 11680.00| GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-06053 100.000 EACH| 9.50000 950.00| 9.50000 950.00| GUARDRAIL POST PROTECTIVE TIPS | | | 0029 601-07023 1.000 EACH| 5300.00000 5300.00| 5300.00000 5300.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0030 601-94689 8.000 EACH| 1850.00000 14800.00| 1850.00000 14800.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-97774 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 1062.500 LFT | 12.45000 13228.13| 12.50000 13281.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 602-06639 220.000 LFT | 27.50000 6050.00| 34.50000 7590.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06646 680.000 LFT | 26.00000 17680.00| 27.00000 18360.00| TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 10.000 EACH| 3.50000 35.00| 6.00000 60.00| BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 603,011.03 ROUTE : US 31 CALL ORDER : 551 CONTRACT ID : B -27220-A COUNTIES : MARSHALL LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 604-06069 6.000 SYS | 53.00000 318.00| 399.00000 2394.00| CURB RAMP, CONCRETE | | | 0037 604-90256 426.600 SYS | 30.00000 12798.00| 36.70000 15656.22| SIDEWALK, CONCRETE, 6 IN. | | | 0038 605-06120 280.000 LFT | 15.00000 4200.00| 21.71000 6078.80| CURB, CONCRETE | | | 0039 607-06335 68.000 LFT | 39.50000 2686.00| 30.80000 2094.40| PAVED SIDE DITCH, A , MODIFIED | | | 0040 609-06259 440.400 SYS | 47.50000 20919.00| 45.10000 19862.04| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0041 616-51367 403.200 SYS | 30.00000 12096.00| 34.60000 13950.72| SLOPEWALL, CONCRETE, 4 IN. | | | 0042 619-05926 LUMP| 5000.00000 5000.00| 640.00000 640.00| ENVIRONMENTAL CONTROL | | | 0043 619-61505 LUMP| 7000.00000 7000.00| 13800.00000 13800.00| CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0044 621-06559 630.000 SYS | 1.00000 630.00| 2.00000 1260.00| MULCHED SEEDING, R | | | 0045 702-44240 7.400 CYS | 1100.00000 8140.00| 636.00000 4706.40| CONCRETE, A, STRUCTURES | | | 0046 702-51110 174.000 LBS | 6.10000 1061.40| 4.25000 739.50| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 702-51863 988.000 EACH| 5.50000 5434.00| 7.05000 6965.40| FIELD DRILLED HOLE IN CONCRETE | | | 0048 702-61005 LUMP| 400.00000 400.00| 1180.00000 1180.00| EXTENSION OF CAST IRON DRAIN | | | 0049 703-51032 27679.000 LBS | 0.90000 24911.10| 1.00000 27679.00| REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 68.000 EACH| 16.00000 1088.00| 15.10000 1026.80| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #4 | | | 0051 703-97936 70.000 EACH| 18.00000 1260.00| 17.60000 1232.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #5 | | | 0052 704-51002 1.900 CYS | 1650.00000 3135.00| 1200.00000 2280.00| CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-05732 4.000 EACH| 1050.00000 4200.00| 1970.00000 7880.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 706-06342 339.700 LFT | 58.25000 19787.53| 58.50000 19872.45| RAILING, PS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 603,011.03 ROUTE : US 31 CALL ORDER : 551 CONTRACT ID : B -27220-A COUNTIES : MARSHALL LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 706-06353 4.000 EACH| 1100.00000 4400.00| 786.00000 3144.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0056 706-51020 20.700 CYS | 450.00000 9315.00| 633.00000 13103.10| CONCRETE, C, RAILING | | | 0057 709-51821 LUMP| 3800.00000 3800.00| 3340.00000 3340.00| SURFACE SEAL | | | 0058 715-05149 103.000 LFT | 22.50000 2317.50| 32.70000 3368.10| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0059 720-93409 1.000 EACH| 2300.00000 2300.00| 2130.00000 2130.00| INLET, B15, MODIFIED | | | 0060 722-51401 50.000 SFT | 34.00000 1700.00| 56.00000 2800.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0061 722-51842 932.000 SYS | 51.00000 47532.00| 50.50000 47066.00| BRIDGE DECK OVERLAY | | | 0062 722-51846 3.200 CYS | 330.00000 1056.00| 330.00000 1056.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0063 722-51852 520.000 SFT | 18.55000 9646.00| 26.00000 13520.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0064 722-60824 923.000 SYS | 6.10000 5630.30| 5.76000 5316.48| SURFACE MILLING | | | 0065 724-03276 137.200 LFT | 65.00000 8918.00| 65.00000 8918.00| EXPANSION JOINT SEALING SYSTEM | | | 0066 728-98377 LUMP| 3430.00000 3430.00| 3220.00000 3220.00| MASONRY COATING | | | 0067 729-51875 4.000 SFT | 205.00000 820.00| 50.00000 200.00| CONCRETE, A, PATCHING | | | 0068 801-03290 16.000 EACH| 215.00000 3440.00| 97.00000 1552.00| CONSTRUCTION SIGN, C | | | 0069 801-06207 14690.000 LFT | 0.75000 11017.50| 0.80000 11752.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06625 35.000 EACH| 72.50000 2537.50| 67.00000 2345.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 12.000 EACH| 90.00000 1080.00| 79.00000 948.00| CONSTRUCTION SIGN, A | | | 0072 801-06645 11.000 EACH| 29.00000 319.00| 28.00000 308.00| CONSTRUCTION SIGN, B | | | 0073 801-06710 540.000 DAY | 7.00000 3780.00| 27.11000 14639.40| FLASHING ARROW SIGN | | | 0074 801-06775 LUMP| 8015.00000 8015.00| 8000.00000 8000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 551 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 603,011.03 ROUTE : US 31 CALL ORDER : 551 CONTRACT ID : B -27220-A COUNTIES : MARSHALL LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-07119 108.000 LFT | 7.00000 756.00| 9.70000 1047.60| BARRICADE, III-B | | | 0076 801-09133 4.000 EACH| 2875.00000 11500.00| 3240.00000 12960.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0077 808-03002 2020.000 LFT | 0.37000 747.40| 0.35000 707.00| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0078 808-03632 3465.000 LFT | 0.37000 1282.05| 0.35000 1212.75| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0079 808-06716 5440.000 LFT | 0.40000 2176.00| 0.45000 2448.00| LINE, REMOVE | | | 0080 808-75996 18.000 EACH| 9.50000 171.00| 10.50000 189.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0081 808-75998 18.000 EACH| 70.00000 1260.00| 165.00000 2970.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 497,483.42| $ 533,558.82| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 497,483.42| $ 533,558.82| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,080,424.47 ROUTE : SR 28 CALL ORDER : 571 CONTRACT ID : B -27241-A COUNTIES : CLINTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/17/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1063017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,071,864.48 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 1,134,441.83 105.8381% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,137,606.05 106.1333% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1310611 |(3) 35-1364963 |ISOM, JACK CONSTRUCTION CO |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 17000.00000 17000.00| 15000.00000 15000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2000.00000 24000.00| 1050.00000 12600.00| 1200.00000 14400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 45000.00000 45000.00| 56750.00000 56750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 23000.00000 23000.00| 50000.00000 50000.00| 42500.00000 42500.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 2882.000 m3 | 12.00000 34584.00| 12.50000 36025.00| 15.00000 43230.00 EXCAVATION, COMMON | | | 0006 203-02070 527.000 m3 | 15.00000 7905.00| 20.00000 10540.00| 16.00000 8432.00 BORROW | | | 0007 203-51223 188.000 m3 | 11.00000 2068.00| 12.50000 2350.00| 15.00000 2820.00 EXCAVATION, WATERWAY | | | 0008 205-06932 72.000 m | 25.00000 1800.00| 40.00000 2880.00| 17.50000 1260.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 4.000 EACH| 300.00000 1200.00| 80.00000 320.00| 75.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 400.000 m | 7.00000 2800.00| 5.25000 2100.00| 4.50000 1800.00 TEMPORARY SILT FENCE | | | 0011 207-07500 2360.000 m2 | 13.00000 30680.00| 10.00000 23600.00| 6.00000 14160.00 SUBGRADE TREATMENT, TYPE C | | | 0012 210-07739 4.000 EACH| 1200.00000 4800.00| 500.00000 2000.00| 1350.00000 5400.00 TEMPORARY GUARDRAIL, W-BEAM, NESTED | | | 0013 213-52830 164.000 m3 | 150.00000 24600.00| 125.00000 20500.00| 120.00000 19680.00 FLOWABLE MORTAR | | | 0014 303-01180 1293.000 Mg | 19.00000 24567.00| 17.50000 22627.50| 20.00000 25860.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,080,424.47 ROUTE : SR 28 CALL ORDER : 571 CONTRACT ID : B -27241-A COUNTIES : CLINTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1310611 |(3) 35-1364963 |ISOM, JACK CONSTRUCTION CO |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 304-07494 278.000 Mg | 111.00000 30858.00| 71.40000 19849.20| 80.00000 22240.00 WIDENING WITH HMA, TYPE C | | | 0016 305-06082 100.000 Mg | 215.00000 21500.00| 200.00000 20000.00| 150.00000 15000.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | (UNDISTRIBUTED) | | | 0017 306-08036 3034.000 m2 | 3.22000 9769.48| 4.00000 12136.00| 5.00000 15170.00 MILLING, ASPHALT, 50 mm | | | 0018 306-08043 771.000 m2 | 3.22000 2482.62| 4.00000 3084.00| 5.00000 3855.00 MILLING, TRANSITION | | | 0019 402-07434 539.000 Mg | 80.00000 43120.00| 68.25000 36786.75| 85.00000 45815.00 HMA SURFACE, TYPE C | | | 0020 402-07439 1694.000 Mg | 59.15000 100200.10| 56.20000 95202.80| 64.00000 108416.00 HMA INTERMEDIATE, TYPE C | | | 0021 402-07442 1067.000 Mg | 54.00000 57618.00| 51.45000 54897.15| 57.50000 61352.50 HMA BASE, TYPE C | | | 0022 406-05520 3.900 Mg | 300.00000 1170.00| 200.00000 780.00| 230.00000 897.00 ASPHALT FOR TACK COAT | | | 0023 601-02206 52.000 m | 44.00000 2288.00| 39.00000 2028.00| 40.00000 2080.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0025 601-06854 4.000 EACH| 2200.00000 8800.00| 2100.00000 8400.00| 2225.00000 8900.00 GUARDRAIL, W-BEAM, NESTED | | | 0026 601-94689 8.000 EACH| 2250.00000 18000.00| 2000.00000 16000.00| 2150.00000 17200.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97080 4.000 EACH| 2450.00000 9800.00| 2100.00000 8400.00| 2250.00000 9000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 315.000 m | 44.50000 14017.50| 42.00000 13230.00| 42.00000 13230.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06639 323.000 m | 25.00000 8075.00| 75.00000 24225.00| 60.00000 19380.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 615-06490 33.000 EACH| 150.00000 4950.00| 110.00000 3630.00| 110.00000 3630.00 RIGHT OF WAY MARKER | | | 0031 615-06505 4.000 EACH| 650.00000 2600.00| 470.00000 1880.00| 475.00000 1900.00 MONUMENT, B | | | 0032 616-02320 439.000 m2 | 4.00000 1756.00| 3.00000 1317.00| 3.25000 1426.75 GEOTEXTILES | | | 0033 616-05688 355.000 Mg | 49.00000 17395.00| 30.00000 10650.00| 32.50000 11537.50 RIPRAP, CLASS 1 | | | 0034 621-01004 2.000 EACH| 700.00000 1400.00| 440.00000 880.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 571 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,080,424.47 ROUTE : SR 28 CALL ORDER : 571 CONTRACT ID : B -27241-A COUNTIES : CLINTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1310611 |(3) 35-1364963 |ISOM, JACK CONSTRUCTION CO |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06559 5950.000 m2 | 1.85000 11007.50| 0.44000 2618.00| 0.50000 2975.00 MULCHED SEEDING, R | | | 0036 621-06564 5950.000 m2 | 3.95000 23502.50| 0.10000 595.00| 0.10000 595.00 MULCHED SEEDING, CV | | | 0037 621-06567 3.300 kL | 1.00000 3.30| 1.10000 3.63| 1.00000 3.30 WATER | | | 0038 621-06574 181.000 m2 | 9.00000 1629.00| 7.70000 1393.70| 7.50000 1357.50 SODDING | | | 0039 702-95246 9.800 m3 | 1100.00000 10780.00| 1000.00000 9800.00| 750.00000 7350.00 CONCRETE, B, STRUCTURES | | | 0040 703-51030 2278.000 kg | 1.09000 2483.02| 1.50000 3417.00| 2.00000 4556.00 REINFORCING STEEL | | | 0041 713-07200 LUMP| 98000.00000 98000.00| 175000.00000 175000.00| 167500.00000 167500.00 TEMPORARY STRUCTURE AND APPROACHES | | | 0042 714-04733 17.600 m | 4975.00000 87560.00| 5000.00000 88000.00| 5000.00000 88000.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 6710 x 1100mm, STR. NO. | | | 28-12-8508 | | | 0043 714-06660 15.000 m2 | 725.00000 10875.00| 1750.00000 26250.00| 1000.00000 15000.00 WINGWALL | | | 0044 714-26725 25.300 m | 3237.00000 81896.10| 3500.00000 88550.00| 4000.00000 101200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm , STR. NO. 1| | | 0045 714-44240 14.000 m3 | 1200.00000 16800.00| 1000.00000 14000.00| 1000.00000 14000.00 CONCRETE, A, STRUCTURES | | | 0046 715-05149 17.000 m | 63.00000 1071.00| 110.00000 1870.00| 50.00000 850.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0047 715-05154 27.000 m | 105.00000 2835.00| 175.00000 4725.00| 120.00000 3240.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0048 715-05219 15.000 m | 55.00000 825.00| 145.00000 2175.00| 80.00000 1200.00 PIPE, TYPE 5, CIRCULAR, 450 mm | | | 0049 715-05222 2.000 m | 135.00000 270.00| 200.00000 400.00| 120.00000 240.00 PIPE, TYPE 5, CIRCULAR, 600 mm | | | 0050 715-46030 1.000 EACH| 750.00000 750.00| 600.00000 600.00| 600.00000 600.00 PIPE END SECTION, 750 mm | | | 0051 720-45275 4.000 EACH| 700.00000 2800.00| 1000.00000 4000.00| 1000.00000 4000.00 PIPE CATCH BASIN, 600 mm | | | 0052 720-45410 4.000 EACH| 1850.00000 7400.00| 1250.00000 5000.00| 2000.00000 8000.00 MANHOLE, C4 | | | 0053 801-06203 918.000 m | 1.02000 936.36| 1.00000 918.00| 1.00000 918.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 571 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,080,424.47 ROUTE : SR 28 CALL ORDER : 571 CONTRACT ID : B -27241-A COUNTIES : CLINTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1310611 |(3) 35-1364963 |ISOM, JACK CONSTRUCTION CO |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06207 1789.000 m | 3.00000 5367.00| 3.80000 6798.20| 3.50000 6261.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06216 132.000 m | 9.00000 1188.00| 4.25000 561.00| 10.00000 1320.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0056 801-06640 46.000 EACH| 95.00000 4370.00| 76.00000 3496.00| 85.00000 3910.00 CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP| 18000.00000 18000.00| 40000.00000 40000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0058 801-07119 60.000 m | 20.00000 1200.00| 24.00000 1440.00| 25.00000 1500.00 BARRICADE, III-B | | | 0059 801-07612 29.000 m | 9.00000 261.00| 4.40000 127.60| 10.00000 290.00 TEMPORARY PAVEMENT MARKING, 600 mm | | | 0060 801-53072 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| 30000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL | | | 0061 801-97643 144.000 m | 39.00000 5616.00| 16.00000 2304.00| 16.00000 2304.00 TEMPORARY BUZZ STRIPS | | | 0062 802-05701 3.200 m | 45.00000 144.00| 39.00000 124.80| 40.00000 128.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0063 802-76025 0.400 m2 | 300.00000 120.00| 255.00000 102.00| 250.00000 100.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0064 808-06701 1180.000 m | 1.15000 1357.00| 1.50000 1770.00| 1.80000 2124.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0065 808-75240 590.000 m | 1.10000 649.00| 1.50000 885.00| 1.80000 1062.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0066 808-75996 28.000 EACH| 30.00000 840.00| 20.00000 560.00| 15.00000 420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 27.000 EACH| 75.00000 2025.00| 38.50000 1039.50| 40.00000 1080.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0068 601-07024 4.000 EACH| 6125.00000 24500.00| 5500.00000 22000.00| 5500.00000 22000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | SECTION TOTALS | $ 1,071,864.48| $ 1,134,441.83| $ 1,137,606.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,071,864.48| $ 1,134,441.83| $ 1,137,606.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,344.24 ROUTE : SR 62 CALL ORDER : 581 CONTRACT ID : B -27274-A COUNTIES : POSEY LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0063008 0063008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 468,050.02 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 476,518.35 101.8092% 3 35-1878024 RAGLE, INC. $ 478,498.92 102.2324% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 544,619.51 116.3592% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 557,253.82 119.0586% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1878024 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1900.00000 7600.00| 1400.00000 5600.00| 1000.00000 4000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 23400.00000 23400.00| 23000.00000 23000.00| 23500.00000 23500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 408.000 SYS | 22.00000 8976.00| 19.00000 7752.00| 20.00000 8160.00 PAVEMENT REMOVAL | | | 0005 202-02241 1265.000 LFT | 1.55000 1960.75| 2.75000 3478.75| 2.50000 3162.50 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 19000.00000 19000.00| 28500.00000 28500.00| 33500.00000 33500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0007 202-51328 LUMP| 7000.00000 7000.00| 3500.00000 3500.00| 16500.00000 16500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0008 202-51822 575.000 SYS | 8.00000 4600.00| 9.00000 5175.00| 8.00000 4600.00 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-99383 96.000 LFT | 19.00000 1824.00| 25.00000 2400.00| 20.00000 1920.00 TERMINAL JOINT, REMOVE | | | 0010 211-06467 25.000 CYS | 58.00000 1450.00| 65.00000 1625.00| 60.00000 1500.00 AGGREGATE FOR END BENT BACKFILL | | | 0011 302-07455 32.000 CYS | 98.00000 3136.00| 65.00000 2080.00| 55.00000 1760.00 DENSE GRADED SUBBASE | | | 0012 303-01180 136.000 TON | 38.00000 5168.00| 30.00000 4080.00| 20.00000 2720.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,344.24 ROUTE : SR 62 CALL ORDER : 581 CONTRACT ID : B -27274-A COUNTIES : POSEY LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1878024 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 304-07493 598.000 TON | 62.00000 37076.00| 65.00000 38870.00| 75.00000 44850.00 WIDENING WITH HMA, TYPE B | | | 0014 306-08039 640.000 SYS | 4.50000 2880.00| 5.00000 3200.00| 3.00000 1920.00 MILLING, ASPHALT REMOVAL | | | 0015 306-08043 960.000 SYS | 4.50000 4320.00| 5.00000 4800.00| 5.00000 4800.00 MILLING, TRANSITION | | | 0016 402-07433 80.000 TON | 122.00000 9760.00| 95.00000 7600.00| 91.00000 7280.00 HMA SURFACE, TYPE B | | | 0017 402-07438 1.000 TON | 122.00000 122.00| 500.00000 500.00| 91.00000 91.00 HMA INTERMEDIATE, TYPE B | | | 0018 406-05521 1188.000 SYS | 0.15000 178.20| 0.50000 594.00| 0.04000 47.52 ASPHALT FOR TACK COAT | | | 0019 502-06329 212.000 SYS | 80.00000 16960.00| 80.00000 16960.00| 65.00000 13780.00 PCCP, 12 IN. | | | 0020 503-03489 96.000 EACH| 14.00000 1344.00| 12.00000 1152.00| 12.00000 1152.00 RETROFITTED TIE BARS | | | 0021 503-05310 178.000 LFT | 135.00000 24030.00| 155.00000 27590.00| 120.00000 21360.00 TERMINAL JOINT | | | 0022 601-01522 4.000 EACH| 1220.00000 4880.00| 1500.00000 6000.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-94689 2.000 EACH| 3700.00000 7400.00| 1900.00000 3800.00| 1900.00000 3800.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-94690 2.000 EACH| 2400.00000 4800.00| 3475.00000 6950.00| 3475.00000 6950.00 GUARDRAIL END TREATMENT, MS | | | 0025 601-99105 376.000 LFT | 17.35000 6523.60| 12.50000 4700.00| 12.50000 4700.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 601-99108 350.000 LFT | 21.25000 7437.50| 18.40000 6440.00| 18.40000 6440.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0027 602-06729 16.000 EACH| 5.10000 81.60| 7.00000 112.00| 6.00000 96.00 BARRIER DELINEATOR | | | 0028 609-06259 404.000 SYS | 58.00000 23432.00| 70.00000 28280.00| 65.00000 26260.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 616-02320 160.000 SYS | 2.50000 400.00| 3.00000 480.00| 2.50000 400.00 GEOTEXTILES | | | 0030 616-06405 36.000 TON | 55.00000 1980.00| 32.00000 1152.00| 30.00000 1080.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 915.00000 1830.00| 900.00000 1800.00| 100.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,344.24 ROUTE : SR 62 CALL ORDER : 581 CONTRACT ID : B -27274-A COUNTIES : POSEY LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1878024 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06559 1000.000 SYS | 1.25000 1250.00| 1.20000 1200.00| 1.50000 1500.00 MULCHED SEEDING, R | | | 0033 621-06574 36.000 SYS | 33.55000 1207.80| 33.00000 1188.00| 5.00000 180.00 SODDING | | | 0034 702-51100 240.000 LBS | 2.00000 480.00| 4.00000 960.00| 4.00000 960.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0035 702-51110 1288.000 LBS | 2.60000 3348.80| 3.00000 3864.00| 2.50000 3220.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0036 702-51863 624.000 EACH| 8.00000 4992.00| 6.00000 3744.00| 5.00000 3120.00 FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51032 31486.000 LBS | 0.75000 23614.50| 1.00000 31486.00| 0.80000 25188.80 REINFORCING STEEL, EPOXY COATED | | | 0038 703-97936 194.000 EACH| 16.25000 3152.50| 12.00000 2328.00| 14.00000 2716.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 35.200 CYS | 560.00000 19712.00| 900.00000 31680.00| 750.00000 26400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-06339 290.000 LFT | 54.00000 15660.00| 57.25000 16602.50| 75.00000 21750.00 RAILING, PF-1 | | | 0041 706-06351 8.000 EACH| 990.00000 7920.00| 1200.00000 9600.00| 1250.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0042 706-51020 16.600 CYS | 660.00000 10956.00| 500.00000 8300.00| 600.00000 9960.00 CONCRETE, C, RAILING | | | 0043 708-51813 100.000 SFT | 40.00000 4000.00| 80.00000 8000.00| 80.00000 8000.00 PNEUMATICALLY PLACED MORTAR | | | 0044 709-51821 LUMP| 2950.00000 2950.00| 1950.00000 1950.00| 3000.00000 3000.00 SURFACE SEAL , STR. NO. 1 | | | 0045 709-51821 LUMP| 2950.00000 2950.00| 1875.00000 1875.00| 3000.00000 3000.00 SURFACE SEAL , STR. NO. 2 | | | 0046 722-51842 604.000 SYS | 82.00000 49528.00| 70.00000 42280.00| 50.00000 30200.00 BRIDGE DECK OVERLAY | | | 0047 722-51846 3.400 CYS | 330.00000 1122.00| 330.00000 1122.00| 330.00000 1122.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0048 722-51852 265.000 SFT | 14.00000 3710.00| 11.00000 2915.00| 10.00000 2650.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0049 722-60824 575.000 SYS | 3.15000 1811.25| 6.00000 3450.00| 4.00000 2300.00 SURFACE MILLING | | | 0050 801-06203 1480.000 LFT | 0.25000 370.00| 0.40000 592.00| 0.40000 592.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 6740.000 LFT | 1.02000 6874.80| 0.85000 5729.00| 0.85000 5729.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 581 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,344.24 ROUTE : SR 62 CALL ORDER : 581 CONTRACT ID : B -27274-A COUNTIES : POSEY LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1878024 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06639 760.000 LFT | 25.00000 19000.00| 22.00000 16720.00| 35.00000 26600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0053 801-06640 20.000 EACH| 61.00000 1220.00| 79.00000 1580.00| 79.00000 1580.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 4.000 EACH| 40.50000 162.00| 25.00000 100.00| 25.00000 100.00 CONSTRUCTION SIGN, B | | | 0055 801-06646 780.000 LFT | 25.00000 19500.00| 21.00000 16380.00| 30.00000 23400.00 TEMPORARY CONCRETE BARRIER | | | 0056 801-06710 240.000 DAY | 16.25000 3900.00| 12.00000 2880.00| 12.00000 2880.00 FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 9000.00000 9000.00| 3000.00000 3000.00| 5300.00000 5300.00 MAINTAINING TRAFFIC | | | 0058 801-07119 60.000 LFT | 21.20000 1272.00| 7.00000 420.00| 7.00000 420.00 BARRICADE, III-B | | | 0059 808-06711 638.000 LFT | 0.24000 153.12| 0.25000 159.50| 0.25000 159.50 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0060 808-06713 1530.000 LFT | 0.24000 367.20| 0.25000 382.50| 0.25000 382.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 1530.000 LFT | 0.24000 367.20| 0.25000 382.50| 0.25000 382.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-06716 2744.000 LFT | 1.05000 2881.20| 0.40000 1097.60| 0.40000 1097.60 LINE, REMOVE | | | 0063 808-75996 12.000 EACH| 18.00000 216.00| 30.00000 360.00| 5.00000 60.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 12.000 EACH| 71.00000 852.00| 85.00000 1020.00| 85.00000 1020.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 468,050.02| $ 476,518.35| $ 478,498.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 468,050.02| $ 476,518.35| $ 478,498.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 581 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,344.24 ROUTE : SR 62 CALL ORDER : 581 CONTRACT ID : B -27274-A COUNTIES : POSEY LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1009310 | |AMERICAN CONTRACTING & SERVI|DEIG BROTHERS LUMBER & CONST| 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| 3000.00000 3000.00| 14000.00000 14000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1500.00000 6000.00| 1750.00000 7000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 27000.00000 27000.00| 27000.00000 27000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 408.000 SYS | 20.00000 8160.00| 15.20000 6201.60| PAVEMENT REMOVAL | | | 0005 202-02241 1265.000 LFT | 1.65000 2087.25| 2.10000 2656.50| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 29000.00000 29000.00| 27000.00000 27000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0007 202-51328 LUMP| 29000.00000 29000.00| 27000.00000 27000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0008 202-51822 575.000 SYS | 7.50000 4312.50| 5.20000 2990.00| BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-99383 96.000 LFT | 40.00000 3840.00| 22.00000 2112.00| TERMINAL JOINT, REMOVE | | | 0010 211-06467 25.000 CYS | 65.00000 1625.00| 37.00000 925.00| AGGREGATE FOR END BENT BACKFILL | | | 0011 302-07455 32.000 CYS | 65.00000 2080.00| 34.00000 1088.00| DENSE GRADED SUBBASE | | | 0012 303-01180 136.000 TON | 25.00000 3400.00| 24.80000 3372.80| COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07493 598.000 TON | 80.00000 47840.00| 65.00000 38870.00| WIDENING WITH HMA, TYPE B | | | 0014 306-08039 640.000 SYS | 7.50000 4800.00| 4.90000 3136.00| MILLING, ASPHALT REMOVAL | | | 0015 306-08043 960.000 SYS | 7.50000 7200.00| 4.90000 4704.00| MILLING, TRANSITION | | | 0016 402-07433 80.000 TON | 95.00000 7600.00| 132.00000 10560.00| HMA SURFACE, TYPE B | | | 0017 402-07438 1.000 TON | 95.00000 95.00| 172.00000 172.00| HMA INTERMEDIATE, TYPE B | | | 0018 406-05521 1188.000 SYS | 0.05000 59.40| 0.20000 237.60| ASPHALT FOR TACK COAT | | | 0019 502-06329 212.000 SYS | 75.00000 15900.00| 71.00000 15052.00| PCCP, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 581 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,344.24 ROUTE : SR 62 CALL ORDER : 581 CONTRACT ID : B -27274-A COUNTIES : POSEY LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1009310 | |AMERICAN CONTRACTING & SERVI|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 503-03489 96.000 EACH| 15.00000 1440.00| 14.00000 1344.00| RETROFITTED TIE BARS | | | 0021 503-05310 178.000 LFT | 160.00000 28480.00| 43.00000 7654.00| TERMINAL JOINT | | | 0022 601-01522 4.000 EACH| 1300.00000 5200.00| 1260.00000 5040.00| GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-94689 2.000 EACH| 3800.00000 7600.00| 3920.00000 7840.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-94690 2.000 EACH| 2500.00000 5000.00| 2540.00000 5080.00| GUARDRAIL END TREATMENT, MS | | | 0025 601-99105 376.000 LFT | 18.00000 6768.00| 18.10000 6805.60| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 601-99108 350.000 LFT | 22.00000 7700.00| 22.10000 7735.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0027 602-06729 16.000 EACH| 8.00000 128.00| 15.00000 240.00| BARRIER DELINEATOR | | | 0028 609-06259 404.000 SYS | 75.00000 30300.00| 73.00000 29492.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 616-02320 160.000 SYS | 3.50000 560.00| 2.30000 368.00| GEOTEXTILES | | | 0030 616-06405 36.000 TON | 50.00000 1800.00| 52.00000 1872.00| RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 950.00000 1900.00| 650.00000 1300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 1000.000 SYS | 1.25000 1250.00| 0.76000 760.00| MULCHED SEEDING, R | | | 0033 621-06574 36.000 SYS | 35.00000 1260.00| 5.50000 198.00| SODDING | | | 0034 702-51100 240.000 LBS | 4.00000 960.00| 3.10000 744.00| DRAIN PIPE, CAST IRON, 6 IN. | | | 0035 702-51110 1288.000 LBS | 2.50000 3220.00| 3.70000 4765.60| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0036 702-51863 624.000 EACH| 9.00000 5616.00| 23.00000 14352.00| FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51032 31486.000 LBS | 1.10000 34634.60| 0.97000 30541.42| REINFORCING STEEL, EPOXY COATED | | | 0038 703-97936 194.000 EACH| 18.00000 3492.00| 17.20000 3336.80| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 581 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,344.24 ROUTE : SR 62 CALL ORDER : 581 CONTRACT ID : B -27274-A COUNTIES : POSEY LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1009310 | |AMERICAN CONTRACTING & SERVI|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 704-51002 35.200 CYS | 1000.00000 35200.00| 714.00000 25132.80| CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-06339 290.000 LFT | 65.00000 18850.00| 57.10000 16559.00| RAILING, PF-1 | | | 0041 706-06351 8.000 EACH| 1500.00000 12000.00| 1728.00000 13824.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0042 706-51020 16.600 CYS | 1000.00000 16600.00| 492.00000 8167.20| CONCRETE, C, RAILING | | | 0043 708-51813 100.000 SFT | 85.00000 8500.00| 78.00000 7800.00| PNEUMATICALLY PLACED MORTAR | | | 0044 709-51821 LUMP| 3000.00000 3000.00| 3050.00000 3050.00| SURFACE SEAL , STR. NO. 1 | | | 0045 709-51821 LUMP| 3000.00000 3000.00| 3050.00000 3050.00| SURFACE SEAL , STR. NO. 2 | | | 0046 722-51842 604.000 SYS | 28.00000 16912.00| 74.00000 44696.00| BRIDGE DECK OVERLAY | | | 0047 722-51846 3.400 CYS | 330.00000 1122.00| 330.00000 1122.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0048 722-51852 265.000 SFT | 2.00000 530.00| 48.00000 12720.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0049 722-60824 575.000 SYS | 7.50000 4312.50| 4.90000 2817.50| SURFACE MILLING | | | 0050 801-06203 1480.000 LFT | 0.45000 666.00| 0.30000 444.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 6740.000 LFT | 0.90000 6066.00| 1.00000 6740.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06639 760.000 LFT | 35.00000 26600.00| 32.00000 24320.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0053 801-06640 20.000 EACH| 85.00000 1700.00| 70.00000 1400.00| CONSTRUCTION SIGN, A | | | 0054 801-06645 4.000 EACH| 25.00000 100.00| 50.00000 200.00| CONSTRUCTION SIGN, B | | | 0055 801-06646 780.000 LFT | 32.00000 24960.00| 36.00000 28080.00| TEMPORARY CONCRETE BARRIER | | | 0056 801-06710 240.000 DAY | 15.00000 3600.00| 18.00000 4320.00| FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 6500.00000 6500.00| 23000.00000 23000.00| MAINTAINING TRAFFIC | | | 0058 801-07119 60.000 LFT | 8.00000 480.00| 22.00000 1320.00| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 581 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,344.24 ROUTE : SR 62 CALL ORDER : 581 CONTRACT ID : B -27274-A COUNTIES : POSEY LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1009310 | |AMERICAN CONTRACTING & SERVI|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-06711 638.000 LFT | 0.27000 172.26| 0.30000 191.40| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0060 808-06713 1530.000 LFT | 0.27000 413.10| 0.30000 459.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 1530.000 LFT | 0.27000 413.10| 0.30000 459.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-06716 2744.000 LFT | 0.45000 1234.80| 1.00000 2744.00| LINE, REMOVE | | | 0063 808-75996 12.000 EACH| 25.00000 300.00| 17.00000 204.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 12.000 EACH| 90.00000 1080.00| 74.00000 888.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 544,619.51| $ 557,253.82| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 544,619.51| $ 557,253.82| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,461,963.95 ROUTE : CALL ORDER : 591 CONTRACT ID : B -27299-A COUNTIES : HAMILTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 135 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9929026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,353,381.35 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 1,384,139.96 102.2727% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,442,308.76 106.5707% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,512,771.33 111.7771% 5 35-1310611 DUNCAN ROBERTSON INC $ 1,540,025.94 113.7909% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1128289 |(3) 05-0558668 |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROU 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| 15000.00000 15000.00| 22450.00000 22450.00| 29659.01000 29659.01 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1000.00000 9000.00| 1900.00000 17100.00| 1648.83000 14839.47 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 67000.00000 67000.00| 69200.00000 69200.00| 72115.44000 72115.44 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 36000.00000 36000.00| 20700.00000 20700.00| 85754.88000 85754.88 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 27500.00000 27500.00| 41224.81000 41224.81| 68280.20000 68280.20 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 21135.000 m3 | 9.75000 206066.25| 5.23000 110536.05| 2.14000 45228.90 EXCAVATION, COMMON | | | 0007 203-51223 1836.000 m3 | 12.50000 22950.00| 5.60000 10281.60| 7.16000 13145.76 EXCAVATION, WATERWAY | | | 0008 205-03371 50.000 m3 | 20.00000 1000.00| 3.40000 170.00| 47.91000 2395.50 SEDIMENT REMOVE | | | 0009 205-06931 91.000 Mg | 32.50000 2957.50| 30.00000 2730.00| 48.78000 4438.98 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 44.000 Mg | 22.00000 968.00| 30.00000 1320.00| 49.68000 2185.92 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 1850.000 m | 4.75000 8787.50| 5.00000 9250.00| 7.93000 14670.50 TEMPORARY SILT FENCE | | | 0012 205-06938 23.000 m | 36.00000 828.00| 80.00000 1840.00| 78.33000 1801.59 TEMPORARY SLOPE DRAIN | | | 0013 206-51220 74.000 m3 | 30.00000 2220.00| 60.00000 4440.00| 9.50000 703.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,461,963.95 ROUTE : CALL ORDER : 591 CONTRACT ID : B -27299-A COUNTIES : HAMILTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1128289 |(3) 05-0558668 |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51225 105.000 m3 | 15.00000 1575.00| 15.00000 1575.00| 9.50000 997.50 EXCAVATION, DRY | | | 0015 206-51235 LUMP| 12500.00000 12500.00| 24500.00000 24500.00| 13950.55000 13950.55 COFFERDAM | | | 0016 207-07503 3868.000 m2 | 3.50000 13538.00| 3.00000 11604.00| 5.52000 21351.36 SUBGRADE TREATMENT, TYPE E | | | 0017 211-06467 51.200 m3 | 30.00000 1536.00| 50.00000 2560.00| 78.05000 3996.16 AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 17.000 m3 | 30.00000 510.00| 35.00000 595.00| 62.61000 1064.37 STRUCTURE BACKFILL | | | 0019 301-07448 6283.000 Mg | 15.75000 98957.25| 16.00000 100528.00| 19.10000 120005.30 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 26.800 m3 | 35.00000 938.00| 60.00000 1608.00| 73.71000 1975.43 DENSE GRADED SUBBASE | | | 0021 306-08034 240.000 m2 | 5.90000 1416.00| 11.00000 2640.00| 14.03000 3367.20 MILLING, ASPHALT, 38 mm | | | 0022 401-06264 LUMP| 1850.00000 1850.00| 2000.00000 2000.00| 1800.00000 1800.00 PROFILOGRAPH, HMA | | | 0023 401-07320 598.000 Mg | 47.50000 28405.00| 51.00000 30498.00| 46.82000 27998.36 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0024 401-07389 1408.000 Mg | 35.50000 49984.00| 38.00000 53504.00| 34.90000 49139.20 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0025 402-07440 27.000 Mg | 72.50000 1957.50| 80.00000 2160.00| 87.43000 2360.61 HMA BASE, TYPE A | | | 0026 404-05511 1194.000 m2 | 5.30000 6328.20| 5.50000 6567.00| 5.20000 6208.80 SEAL COAT, 2 | | | 0027 405-05517 11.660 Mg | 310.00000 3614.60| 340.00000 3964.40| 305.67000 3564.11 ASPHALT FOR PRIME COAT | | | 0028 406-05520 2.000 Mg | 335.00000 670.00| 360.00000 720.00| 332.05000 664.10 ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1475.00000 5900.00| 1555.00000 6220.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-03464 1.000 EACH| 42.50000 42.50| 44.00000 44.00| 40.00000 40.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0031 601-06037 5.000 EACH| 670.00000 3350.00| 715.00000 3575.00| 600.00000 3000.00 GUARDRAIL END TREATMENT, I | | | 0032 601-99105 225.000 m | 40.00000 9000.00| 43.00000 9675.00| 36.00000 8100.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 30.000 EACH| 8.50000 255.00| 9.00000 270.00| 7.00000 210.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,461,963.95 ROUTE : CALL ORDER : 591 CONTRACT ID : B -27299-A COUNTIES : HAMILTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1128289 |(3) 05-0558668 |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 609-06259 178.200 m2 | 60.00000 10692.00| 70.00000 12474.00| 63.30000 11280.06 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0035 610-07486 122.000 Mg | 74.25000 9058.50| 80.00000 9760.00| 73.42000 8957.24 HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 1.000 EACH| 185.00000 185.00| 195.00000 195.00| 119.36000 119.36 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 27.000 EACH| 110.00000 2970.00| 115.00000 3105.00| 127.99000 3455.73 RIGHT OF WAY MARKER | | | 0038 615-06505 12.000 EACH| 400.00000 4800.00| 425.00000 5100.00| 289.70000 3476.40 MONUMENT, B | | | 0039 615-06510 4.000 EACH| 360.00000 1440.00| 385.00000 1540.00| 289.70000 1158.80 MONUMENT, C | | | 0040 616-02320 1730.000 m2 | 3.00000 5190.00| 2.10000 3633.00| 2.11000 3650.30 GEOTEXTILES | | | 0041 616-06405 1317.000 Mg | 22.50000 29632.50| 27.00000 35559.00| 21.73000 28618.41 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 325.00000 650.00| 325.00000 650.00| 369.20000 738.40 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 2.240 Mg | 400.00000 896.00| 400.00000 896.00| 370.00000 828.80 FERTILIZER | | | 0044 621-06548 29.000 kg | 72.50000 2102.50| 75.00000 2175.00| 69.00000 2001.00 SEED MIXTURE, CV | | | 0045 621-06553 1900.000 kg | 7.15000 13585.00| 8.00000 15200.00| 7.05000 13395.00 SEED MIXTURE, R | | | 0046 621-06557 1900.000 kg | 5.40000 10260.00| 6.00000 11400.00| 5.30000 10070.00 SEED MIXTURE, T | | | 0047 621-06565 45.000 Mg | 400.00000 18000.00| 420.00000 18900.00| 385.00000 17325.00 MULCHING MATERIAL | | | 0048 621-06567 30.000 kL | 1.00000 30.00| 1.00000 30.00| 1.00000 30.00 WATER | | | 0049 621-06574 1632.000 m2 | 3.50000 5712.00| 4.50000 7344.00| 3.15000 5140.80 SODDING | | | 0050 622-52436 4.000 EACH| 30.00000 120.00| 30.00000 120.00| 20.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0051 622-91786 1400.000 EACH| 4.65000 6510.00| 5.00000 7000.00| 4.50000 6300.00 SEEDLING | | | 0052 701-51195 268.400 m | 100.00000 26840.00| 106.00000 28450.40| 117.28000 31477.95 PILE, STEEL H, HP 310 X 79 | | | 0053 702-51005 105.200 m3 | 400.00000 42080.00| 625.00000 65750.00| 482.09000 50715.87 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 591 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,461,963.95 ROUTE : CALL ORDER : 591 CONTRACT ID : B -27299-A COUNTIES : HAMILTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1128289 |(3) 05-0558668 |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 702-51015 8.600 m3 | 450.00000 3870.00| 1000.00000 8600.00| 823.71000 7083.91 CONCRETE, B, FOOTINGS | | | 0055 703-51030 4156.000 kg | 1.30000 5402.80| 1.45000 6026.20| 1.96000 8145.76 REINFORCING STEEL | | | 0056 703-51032 50703.000 kg | 1.40000 70984.20| 1.70000 86195.10| 2.00000 101406.00 REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 252.600 m3 | 427.50000 107986.50| 600.00000 151560.00| 574.75000 145181.85 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-01569 4.000 EACH| 1850.00000 7400.00| 1800.00000 7200.00| 2055.53000 8222.12 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0059 706-51020 54.600 m3 | 1125.00000 61425.00| 600.00000 32760.00| 914.66000 49940.44 CONCRETE, C, RAILING | | | 0060 707-05986 295.200 m | 760.00000 224352.00| 775.00000 228780.00| 857.76000 253210.75 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1220 mm | | | 0061 709-51821 LUMP| 6850.00000 6850.00| 8000.00000 8000.00| 6690.74000 6690.74 SURFACE SEAL | | | 0062 715-05049 94.000 m | 25.50000 2397.00| 44.00000 4136.00| 49.55000 4657.70 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0063 715-05169 120.000 m | 70.00000 8400.00| 70.00000 8400.00| 87.88000 10545.60 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0064 715-05173 25.000 m | 100.00000 2500.00| 95.00000 2375.00| 162.79000 4069.75 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0065 720-45030 3.000 EACH| 950.00000 2850.00| 1800.00000 5400.00| 853.18000 2559.54 INLET, E7 | | | 0066 801-04308 3.000 EACH| 340.00000 1020.00| 340.00000 1020.00| 310.00000 930.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06625 17.000 EACH| 100.00000 1700.00| 200.00000 3400.00| 95.00000 1615.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 10.000 EACH| 140.00000 1400.00| 200.00000 2000.00| 130.00000 1300.00 CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP| 4000.00000 4000.00| 15000.00000 15000.00| 923.00000 923.00 MAINTAINING TRAFFIC | | | 0070 801-07118 3.000 m | 35.00000 105.00| 40.00000 120.00| 30.06000 90.18 BARRICADE, III-A | | | 0071 801-07119 6.000 m | 35.00000 210.00| 40.00000 240.00| 30.06000 180.36 BARRICADE, III-B | | | 0072 802-05701 25.200 m | 47.50000 1197.00| 50.00000 1260.00| 44.88000 1130.98 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-76025 2.100 m2 | 282.00000 592.20| 300.00000 630.00| 260.86000 547.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 591 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,461,963.95 ROUTE : CALL ORDER : 591 CONTRACT ID : B -27299-A COUNTIES : HAMILTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1128289 |(3) 05-0558668 |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 802-76035 5.500 m2 | 165.00000 907.50| 180.00000 990.00| 163.32000 898.26 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0075 808-06713 1727.000 m | 0.45000 777.15| 0.40000 690.80| 0.35000 604.45 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06714 182.000 m | 0.45000 81.90| 0.40000 72.80| 0.35000 63.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0077 808-75245 1548.000 m | 1.10000 1702.80| 1.10000 1702.80| 0.98000 1517.04 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75998 75.000 EACH| 25.50000 1912.50| 30.00000 2250.00| 23.50000 1762.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,353,381.35| $ 1,384,139.96| $ 1,442,308.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,353,381.35| $ 1,384,139.96| $ 1,442,308.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 591 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,461,963.95 ROUTE : CALL ORDER : 591 CONTRACT ID : B -27299-A COUNTIES : HAMILTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1310611 | |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 2500.00000 22500.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 74000.00000 74000.00| 65000.00000 65000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35000.00000 35000.00| 18000.00000 18000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 53000.00000 53000.00| 30000.00000 30000.00| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 21135.000 m3 | 6.86000 144986.10| 10.00000 211350.00| EXCAVATION, COMMON | | | 0007 203-51223 1836.000 m3 | 6.86000 12594.96| 14.00000 25704.00| EXCAVATION, WATERWAY | | | 0008 205-03371 50.000 m3 | 20.00000 1000.00| 17.50000 875.00| SEDIMENT REMOVE | | | 0009 205-06931 91.000 Mg | 50.00000 4550.00| 33.00000 3003.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 44.000 Mg | 50.00000 2200.00| 36.00000 1584.00| TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 1850.000 m | 4.70000 8695.00| 2.50000 4625.00| TEMPORARY SILT FENCE | | | 0012 205-06938 23.000 m | 30.00000 690.00| 55.00000 1265.00| TEMPORARY SLOPE DRAIN | | | 0013 206-51220 74.000 m3 | 50.00000 3700.00| 100.00000 7400.00| EXCAVATION, WET | | | 0014 206-51225 105.000 m3 | 30.00000 3150.00| 10.00000 1050.00| EXCAVATION, DRY | | | 0015 206-51235 LUMP| 20000.00000 20000.00| 500.00000 500.00| COFFERDAM | | | 0016 207-07503 3868.000 m2 | 5.00000 19340.00| 9.00000 34812.00| SUBGRADE TREATMENT, TYPE E | | | 0017 211-06467 51.200 m3 | 60.00000 3072.00| 50.00000 2560.00| AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 17.000 m3 | 60.00000 1020.00| 33.00000 561.00| STRUCTURE BACKFILL | | | 0019 301-07448 6283.000 Mg | 20.00000 125660.00| 17.00000 106811.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 26.800 m3 | 60.00000 1608.00| 40.00000 1072.00| DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 591 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,461,963.95 ROUTE : CALL ORDER : 591 CONTRACT ID : B -27299-A COUNTIES : HAMILTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1310611 | |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 306-08034 240.000 m2 | 11.00000 2640.00| 8.00000 1920.00| MILLING, ASPHALT, 38 mm | | | 0022 401-06264 LUMP| 1800.00000 1800.00| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0023 401-07320 598.000 Mg | 46.82000 27998.36| 49.00000 29302.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0024 401-07389 1408.000 Mg | 34.90000 49139.20| 36.75000 51744.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0025 402-07440 27.000 Mg | 71.04000 1918.08| 74.50000 2011.50| HMA BASE, TYPE A | | | 0026 404-05511 1194.000 m2 | 5.20000 6208.80| 5.50000 6567.00| SEAL COAT, 2 | | | 0027 405-05517 11.660 Mg | 305.67000 3564.11| 320.00000 3731.20| ASPHALT FOR PRIME COAT | | | 0028 406-05520 2.000 Mg | 332.05000 664.10| 350.00000 700.00| ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1300.00000 5200.00| 1500.00000 6000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-03464 1.000 EACH| 40.00000 40.00| 42.00000 42.00| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0031 601-06037 5.000 EACH| 600.00000 3000.00| 693.00000 3465.00| GUARDRAIL END TREATMENT, I | | | 0032 601-99105 225.000 m | 36.00000 8100.00| 41.65000 9371.25| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 30.000 EACH| 7.00000 210.00| 10.00000 300.00| BARRIER DELINEATOR | | | 0034 609-06259 178.200 m2 | 90.00000 16038.00| 75.00000 13365.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0035 610-07486 122.000 Mg | 73.42000 8957.24| 77.00000 9394.00| HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 1.000 EACH| 175.00000 175.00| 200.00000 200.00| MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 27.000 EACH| 105.00000 2835.00| 111.00000 2997.00| RIGHT OF WAY MARKER | | | 0038 615-06505 12.000 EACH| 475.00000 5700.00| 409.50000 4914.00| MONUMENT, B | | | 0039 615-06510 4.000 EACH| 375.00000 1500.00| 372.75000 1491.00| MONUMENT, C | | | 0040 616-02320 1730.000 m2 | 2.60000 4498.00| 2.00000 3460.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 591 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,461,963.95 ROUTE : CALL ORDER : 591 CONTRACT ID : B -27299-A COUNTIES : HAMILTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1310611 | |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 616-06405 1317.000 Mg | 29.60000 38983.20| 30.00000 39510.00| RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 300.00000 600.00| 840.00000 1680.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 2.240 Mg | 370.00000 828.80| 567.00000 1270.08| FERTILIZER | | | 0044 621-06548 29.000 kg | 69.00000 2001.00| 72.45000 2101.05| SEED MIXTURE, CV | | | 0045 621-06553 1900.000 kg | 7.05000 13395.00| 6.40000 12160.00| SEED MIXTURE, R | | | 0046 621-06557 1900.000 kg | 5.30000 10070.00| 5.14000 9766.00| SEED MIXTURE, T | | | 0047 621-06565 45.000 Mg | 385.00000 17325.00| 441.00000 19845.00| MULCHING MATERIAL | | | 0048 621-06567 30.000 kL | 1.00000 30.00| 1.05000 31.50| WATER | | | 0049 621-06574 1632.000 m2 | 3.15000 5140.80| 3.57000 5826.24| SODDING | | | 0050 622-52436 4.000 EACH| 28.00000 112.00| 33.00000 132.00| SIGN, DO NOT MOW OR SPRAY | | | 0051 622-91786 1400.000 EACH| 4.50000 6300.00| 4.75000 6650.00| SEEDLING | | | 0052 701-51195 268.400 m | 150.00000 40260.00| 100.00000 26840.00| PILE, STEEL H, HP 310 X 79 | | | 0053 702-51005 105.200 m3 | 550.00000 57860.00| 1000.00000 105200.00| CONCRETE, A, SUBSTRUCTURE | | | 0054 702-51015 8.600 m3 | 500.00000 4300.00| 1000.00000 8600.00| CONCRETE, B, FOOTINGS | | | 0055 703-51030 4156.000 kg | 1.75000 7273.00| 1.40000 5818.40| REINFORCING STEEL | | | 0056 703-51032 50703.000 kg | 1.85000 93800.55| 1.50000 76054.50| REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 252.600 m3 | 550.00000 138930.00| 600.00000 151560.00| CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-01569 4.000 EACH| 1500.00000 6000.00| 2000.00000 8000.00| CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0059 706-51020 54.600 m3 | 550.00000 30030.00| 1200.00000 65520.00| CONCRETE, C, RAILING | | | 0060 707-05986 295.200 m | 1010.00000 298152.00| 750.00000 221400.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 591 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,461,963.95 ROUTE : CALL ORDER : 591 CONTRACT ID : B -27299-A COUNTIES : HAMILTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1310611 | |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 709-51821 LUMP| 7600.00000 7600.00| 7000.00000 7000.00| SURFACE SEAL | | | 0062 715-05049 94.000 m | 48.20000 4530.80| 100.00000 9400.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0063 715-05169 120.000 m | 98.50000 11820.00| 100.00000 12000.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0064 715-05173 25.000 m | 122.00000 3050.00| 150.00000 3750.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0065 720-45030 3.000 EACH| 985.00000 2955.00| 2000.00000 6000.00| INLET, E7 | | | 0066 801-04308 3.000 EACH| 310.00000 930.00| 500.00000 1500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06625 17.000 EACH| 95.00000 1615.00| 105.00000 1785.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 10.000 EACH| 130.00000 1300.00| 143.00000 1430.00| CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0070 801-07118 3.000 m | 30.06000 90.18| 33.00000 99.00| BARRICADE, III-A | | | 0071 801-07119 6.000 m | 30.06000 180.36| 33.00000 198.00| BARRICADE, III-B | | | 0072 802-05701 25.200 m | 45.00000 1134.00| 48.80000 1229.76| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-76025 2.100 m2 | 230.00000 483.00| 294.00000 617.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0074 802-76035 5.500 m2 | 144.00000 792.00| 171.75000 944.62| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0075 808-06713 1727.000 m | 0.35000 604.45| 0.40000 690.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06714 182.000 m | 0.35000 63.70| 0.40000 72.80| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0077 808-75245 1548.000 m | 0.98000 1517.04| 1.08000 1671.84| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75998 75.000 EACH| 23.50000 1762.50| 27.00000 2025.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,512,771.33| $ 1,540,025.94| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,512,771.33| $ 1,540,025.94| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,054.91 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27305-A COUNTIES : KOSCIUSKO LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9943053 9943053 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2018973 JOHN T. CAMDEN CONSTRUCTION COMPANY $ 275,489.30 100.0000% 2 35-1374866 PRIMCO, INC. $ 317,888.27 115.3904% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 412,750.30 149.8244% ==================================================================================================================================== |(1) 35-2018973 |(2) 35-1374866 |(3) 35-1817530 |CAMDEN, JOHN T. CONSTRUCTION|PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRUSS BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 1813.23000 1813.23| 5200.00000 5200.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 8500.00000 8500.00| 15894.41000 15894.41| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51328 LUMP| 16000.00000 16000.00| 13271.27000 13271.27| 8000.00000 8000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | CHINWORTH BRIDGE | | | 0004 203-02000 28.900 CYS | 12.00000 346.80| 70.00000 2023.00| 40.00000 1156.00 EXCAVATION, COMMON | | | 0005 210-06738 LUMP| 4000.00000 4000.00| 3492.00000 3492.00| 3000.00000 3000.00 CLEAN CHINWORTH BRIDGE (END POSTS) | | | 0006 210-08047 832.000 EACH| 20.00000 16640.00| 33.77000 28096.64| 8.00000 6656.00 RIVET | | | 0007 211-02050 70.100 CYS | 14.00000 981.40| 49.00000 3434.90| 40.00000 2804.00 B BORROW | | | 0008 211-07454 16.600 CYS | 19.00000 315.40| 49.00000 813.40| 30.00000 498.00 STRUCTURE BACKFILL | | | 0009 616-02320 302.000 SYS | 2.60000 785.20| 2.10000 634.20| 2.80000 845.60 GEOTEXTILES | | | 0010 616-06405 135.000 TON | 24.50000 3307.50| 26.00000 3510.00| 25.00000 3375.00 RIPRAP, REVETMENT | | | 0011 701-98647 184.000 LFT | 30.00000 5520.00| 34.00000 6256.00| 50.00000 9200.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0012 702-51005 5.000 CYS | 650.00000 3250.00| 1145.00000 5725.00| 1400.00000 7000.00 CONCRETE, A, SUBSTRUCTURE , CHINWORTH | | | BRIDGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 601 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,054.91 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27305-A COUNTIES : KOSCIUSKO LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2018973 |(2) 35-1374866 |(3) 35-1817530 |CAMDEN, JOHN T. CONSTRUCTION|PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 702-51005 9.200 CYS | 340.00000 3128.00| 600.00000 5520.00| 1000.00000 9200.00 CONCRETE, A, SUBSTRUCTURE , GRONINGER | | | BRIDGE | | | 0014 702-51863 36.000 EACH| 9.00000 324.00| 13.00000 468.00| 8.00000 288.00 FIELD DRILLED HOLE IN CONCRETE | | | 0015 702-92857 1.200 CYS | 388.00000 465.60| 1400.00000 1680.00| 1500.00000 1800.00 CONCRETE, C, SUBSTRUCTURE | | | 0016 703-51032 2632.000 LBS | 1.10000 2895.20| 1.66000 4369.12| 1.00000 2632.00 REINFORCING STEEL, EPOXY COATED | | | 0017 706-04683 383.200 LFT | 103.00000 39469.60| 126.50000 48474.80| 130.00000 49816.00 RAILING | | | 0018 711-02978 1.000 EACH| 1900.75000 1900.75| 1400.00000 1400.00| 3900.00000 3900.00 REPAIR DETAIL (DIAGONAL EYEBAR), | | | CHINWORTH BRIDGE | | | 0019 711-02978 4.000 EACH| 3000.00000 12000.00| 1600.00000 6400.00| 1700.00000 6800.00 REPAIR DETAIL (TRUSS BEARING), | | | CHINWORTH BRIDGE | | | 0020 711-02978 8.000 EACH| 115.00000 920.00| 130.00000 1040.00| 1300.00000 10400.00 REPAIR DETAIL (TRUSS SPLICE), CHINWORTH | | | BRIDGE | | | 0021 711-02978 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 1700.00000 1700.00 REPAIR DETAIL (VERTICAL CHANNEL), | | | CHINWORTH BRIDGE | | | 0022 711-51035 18996.000 LBS | 2.75000 52239.00| 3.00000 56988.00| 5.05000 95929.80 STRUCTURAL STEEL , CHINWORTH BRIDGE | | | 0023 711-51035 14319.000 LBS | 2.75000 39377.25| 4.10000 58707.90| 6.10000 87345.90 STRUCTURAL STEEL , GRONINGER BRIDGE | | | 0024 711-51866 408.000 EACH| 8.30000 3386.40| 5.55000 2264.40| 4.00000 1632.00 RIVET, REMOVE | | | 0025 711-51876 LUMP| 15131.60000 15131.60| 4000.00000 4000.00| 10000.00000 10000.00 JACKING AND SUPPORTING TRUSSES , | | | CHINWORTH BRIDGE | | | 0026 712-04131 LUMP| 11401.60000 11401.60| 5000.00000 5000.00| 10000.00000 10000.00 STRUCTURE , TRANSPORT AND INSTALL, | | | GRONINGER BRIDGE | | | 0027 712-04401 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| 1500.00000 1500.00 REPAIR OF TRUSS , GRONINGER BRIDGE | | | 0028 712-94725 11760.000 BDFT| 1.65000 19404.00| 2.30000 27048.00| 4.20000 49392.00 STRUCTURAL TIMBER (4x6, TREATED) | | | 0029 726-95870 4.000 EACH| 475.00000 1900.00| 158.00000 632.00| 370.00000 1480.00 BEARING ASSEMBLY (ELASTOMERIC PAD, TYPE | | | 5B), CHINWORTH BRIDGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 601 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,054.91 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27305-A COUNTIES : KOSCIUSKO LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2018973 |(2) 35-1374866 |(3) 35-1817530 |CAMDEN, JOHN T. CONSTRUCTION|PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 726-95870 4.000 EACH| 475.00000 1900.00| 108.00000 432.00| 300.00000 1200.00 BEARING ASSEMBLY (ELASTOMERIC PAD, TYPE | | | 7B), GRONINGER BRIDGE | | | SECTION TOTALS | $ 275,489.30| $ 317,888.27| $ 412,750.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 275,489.30| $ 317,888.27| $ 412,750.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,882.27 ROUTE : SR 241 CALL ORDER : 611 CONTRACT ID : B -27357-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3242006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 264,411.26 100.0000% 2 35-1878024 RAGLE, INC. $ 286,444.21 108.3328% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 294,775.75 111.4838% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 304,101.71 115.0108% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-1618530 |CLR, INC. |RAGLE, INC. |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| 500.00000 500.00| 2500.00000 2500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2125.00000 12750.00| 1000.00000 6000.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 13400.00000 13400.00| 14000.00000 14000.00| 14500.00000 14500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 685.000 LFT | 3.00000 2055.00| 2.50000 1712.50| 2.75000 1883.75 GUARDRAIL, REMOVE | | | 0005 202-02271 1.000 EACH| 500.00000 500.00| 150.00000 150.00| 350.00000 350.00 HEADWALL, REMOVE | | | 0006 202-51328 LUMP| 12000.00000 12000.00| 35000.00000 35000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 374.000 SYS | 20.50000 7667.00| 8.00000 2992.00| 12.00000 4488.00 BRIDGE DECK OVERLAY, REMOVE | | | 0008 203-02000 180.000 CYS | 16.00000 2880.00| 10.00000 1800.00| 30.00000 5400.00 EXCAVATION, COMMON | | | 0009 203-02070 111.000 CYS | 20.00000 2220.00| 15.00000 1665.00| 25.00000 2775.00 BORROW | | | 0010 208-51500 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 3500.00000 3500.00 RESHAPE SPILL SLOPES | | | 0011 303-01180 41.000 TON | 49.00000 2009.00| 20.00000 820.00| 30.00000 1230.00 COMPACTED AGGREGATE, NO. 53 | | | 0012 306-08034 1252.000 SYS | 2.85000 3568.20| 4.50000 5634.00| 9.00000 11268.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0013 601-01522 4.000 EACH| 1330.00000 5320.00| 1200.00000 4800.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-07023 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| 3800.00000 7600.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 611 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,882.27 ROUTE : SR 241 CALL ORDER : 611 CONTRACT ID : B -27357-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-1618530 |CLR, INC. |RAGLE, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 4.000 EACH| 2925.00000 11700.00| 2395.00000 9580.00| 2500.00000 10000.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 557.000 LFT | 16.00000 8912.00| 14.45000 8048.65| 15.00000 8355.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0017 610-07487 250.000 TON | 95.00000 23750.00| 93.75000 23437.50| 100.00000 25000.00 HMA FOR APPROACHES, TYPE B | | | 0018 616-02320 68.000 SYS | 11.00000 748.00| 2.50000 170.00| 2.50000 170.00 GEOTEXTILES | | | 0019 616-06405 30.000 TON | 82.00000 2460.00| 20.00000 600.00| 30.00000 900.00 RIPRAP, REVETMENT | | | 0020 621-01004 2.000 EACH| 250.00000 500.00| 100.00000 200.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 500.000 SYS | 1.00000 500.00| 1.30000 650.00| 0.65000 325.00 MULCHED SEEDING, R | | | 0022 621-06574 40.000 SYS | 5.50000 220.00| 5.50000 220.00| 5.50000 220.00 SODDING | | | 0023 702-51863 451.000 EACH| 3.00000 1353.00| 3.00000 1353.00| 10.00000 4510.00 FIELD DRILLED HOLE IN CONCRETE | | | 0024 702-61005 LUMP| 1500.00000 1500.00| 500.00000 500.00| 1000.00000 1000.00 EXTENSION OF CAST IRON DRAIN | | | 0025 703-51032 5362.000 LBS | 1.25000 6702.50| 0.90000 4825.80| 1.20000 6434.40 REINFORCING STEEL, EPOXY COATED | | | 0026 704-51002 5.200 CYS | 990.00000 5148.00| 800.00000 4160.00| 950.00000 4940.00 CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-06339 198.000 LFT | 76.00000 15048.00| 70.00000 13860.00| 80.00000 15840.00 RAILING, PF-1 | | | 0028 706-06351 4.000 EACH| 1885.00000 7540.00| 1250.00000 5000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 , MODIFIED | | | 0029 706-51020 11.000 CYS | 835.00000 9185.00| 650.00000 7150.00| 650.00000 7150.00 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 1600.00000 1600.00| 1300.00000 1300.00| 2800.00000 2800.00 SURFACE SEAL | | | 0031 710-51864 13.000 EACH| 50.00000 650.00| 50.00000 650.00| 8.00000 104.00 FIELD DRILLED HOLE | | | 0032 713-51820 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 5000.00000 5000.00 TEMPORARY SUPPORT WATER LINE | | | 0033 715-05597 20.000 LFT | 72.00000 1440.00| 50.00000 1000.00| 45.00000 900.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0035 722-51842 374.000 SYS | 97.00000 36278.00| 60.00000 22440.00| 75.00000 28050.00 BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 611 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,882.27 ROUTE : SR 241 CALL ORDER : 611 CONTRACT ID : B -27357-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-1618530 |CLR, INC. |RAGLE, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 722-51846 2.100 CYS | 330.00000 693.00| 330.00000 693.00| 330.00000 693.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0037 722-51852 170.000 SFT | 21.00000 3570.00| 8.00000 1360.00| 4.00000 680.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0038 722-60824 374.000 SYS | 1.10000 411.40| 7.00000 2618.00| 9.00000 3366.00 SURFACE MILLING | | | 0039 801-01851 LUMP| 21500.00000 21500.00| 45000.00000 45000.00| 35000.00000 35000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-04308 1.000 EACH| 465.00000 465.00| 295.00000 295.00| 325.00000 325.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06203 362.000 LFT | 0.28000 101.36| 0.28000 101.36| 0.30000 108.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 1971.000 LFT | 1.00000 1971.00| 1.00000 1971.00| 1.10000 2168.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06639 340.000 LFT | 15.82000 5378.80| 50.00000 17000.00| 40.00000 13600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0044 801-06640 24.000 EACH| 80.00000 1920.00| 80.00000 1920.00| 85.00000 2040.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 10.000 EACH| 40.00000 400.00| 40.00000 400.00| 40.00000 400.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 4900.00000 4900.00| 5000.00000 5000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0048 801-07118 24.000 LFT | 26.00000 624.00| 16.70000 400.80| 18.00000 432.00 BARRICADE, III-A | | | 0049 801-07119 36.000 LFT | 33.00000 1188.00| 20.85000 750.60| 22.00000 792.00 BARRICADE, III-B | | | 0050 805-01842 1.000 EACH| 610.00000 610.00| 715.00000 715.00| 725.00000 725.00 HANDHOLE, SIGNAL | | | 0051 805-06592 60.000 LFT | 11.00000 660.00| 12.50000 750.00| 13.00000 780.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0052 805-78490 60.000 LFT | 1.10000 66.00| 1.20000 72.00| 1.25000 75.00 SIGNAL CABLE, 7C 14GA. | | | 0053 808-06713 1500.000 LFT | 0.27000 405.00| 0.24000 360.00| 0.25000 375.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0054 808-06714 1500.000 LFT | 0.27000 405.00| 0.24000 360.00| 0.25000 375.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0055 808-06716 1829.000 LFT | 1.00000 1829.00| 1.00000 1829.00| 1.10000 2011.90 LINE, REMOVE | | | 0058 808-75996 16.000 EACH| 10.00000 160.00| 5.00000 80.00| 6.00000 96.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 611 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,882.27 ROUTE : SR 241 CALL ORDER : 611 CONTRACT ID : B -27357-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-1618530 |CLR, INC. |RAGLE, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-75998 16.000 EACH| 60.00000 960.00| 60.00000 960.00| 65.00000 1040.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0060 808-75340 2.000 EACH| 295.00000 590.00| 295.00000 590.00| 325.00000 650.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 264,411.26| $ 286,444.21| $ 294,775.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 264,411.26| $ 286,444.21| $ 294,775.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 611 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,882.27 ROUTE : SR 241 CALL ORDER : 611 CONTRACT ID : B -27357-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | 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| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1250.00000 7500.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 685.000 LFT | 2.50000 1712.50| | GUARDRAIL, REMOVE | | | 0005 202-02271 1.000 EACH| 500.00000 500.00| | HEADWALL, REMOVE | | | 0006 202-51328 LUMP| 33000.00000 33000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 374.000 SYS | 8.00000 2992.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0008 203-02000 180.000 CYS | 22.00000 3960.00| | EXCAVATION, COMMON | | | 0009 203-02070 111.000 CYS | 40.00000 4440.00| | BORROW | | | 0010 208-51500 LUMP| 5000.00000 5000.00| | RESHAPE SPILL SLOPES | | | 0011 303-01180 41.000 TON | 30.00000 1230.00| | COMPACTED AGGREGATE, NO. 53 | | | 0012 306-08034 1252.000 SYS | 8.00000 10016.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0013 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-07023 2.000 EACH| 3500.00000 7000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0015 601-94689 4.000 EACH| 2395.00000 9580.00| | GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 557.000 LFT | 14.45000 8048.65| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0017 610-07487 250.000 TON | 90.00000 22500.00| | HMA FOR APPROACHES, TYPE B | | | 0018 616-02320 68.000 SYS | 7.00000 476.00| | GEOTEXTILES | | | 0019 616-06405 30.000 TON | 60.00000 1800.00| | RIPRAP, REVETMENT | | | 0020 621-01004 2.000 EACH| 600.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 611 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,882.27 ROUTE : SR 241 CALL ORDER : 611 CONTRACT ID : B -27357-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 621-06559 500.000 SYS | 1.00000 500.00| | MULCHED SEEDING, R | | | 0022 621-06574 40.000 SYS | 10.00000 400.00| | SODDING | | | 0023 702-51863 451.000 EACH| 10.00000 4510.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0024 702-61005 LUMP| 3000.00000 3000.00| | EXTENSION OF CAST IRON DRAIN | | | 0025 703-51032 5362.000 LBS | 1.40000 7506.80| | REINFORCING STEEL, EPOXY COATED | | | 0026 704-51002 5.200 CYS | 3500.00000 18200.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-06339 198.000 LFT | 65.00000 12870.00| | RAILING, PF-1 | | | 0028 706-06351 4.000 EACH| 1800.00000 7200.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 , MODIFIED | | | 0029 706-51020 11.000 CYS | 900.00000 9900.00| | CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 1475.00000 1475.00| | SURFACE SEAL | | | 0031 710-51864 13.000 EACH| 125.00000 1625.00| | FIELD DRILLED HOLE | | | 0032 713-51820 LUMP| 3000.00000 3000.00| | TEMPORARY SUPPORT WATER LINE | | | 0033 715-05597 20.000 LFT | 70.00000 1400.00| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0035 722-51842 374.000 SYS | 90.00000 33660.00| | BRIDGE DECK OVERLAY | | | 0036 722-51846 2.100 CYS | 330.00000 693.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0037 722-51852 170.000 SFT | 14.00000 2380.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0038 722-60824 374.000 SYS | 8.00000 2992.00| | SURFACE MILLING | | | 0039 801-01851 LUMP| 22500.00000 22500.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-04308 1.000 EACH| 295.00000 295.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06203 362.000 LFT | 0.28000 101.36| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 611 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,882.27 ROUTE : SR 241 CALL ORDER : 611 CONTRACT ID : B -27357-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 801-06207 1971.000 LFT | 1.00000 1971.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06639 340.000 LFT | 25.00000 8500.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0044 801-06640 24.000 EACH| 80.00000 1920.00| | CONSTRUCTION SIGN, A | | | 0045 801-06645 10.000 EACH| 40.00000 400.00| | CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0048 801-07118 24.000 LFT | 16.70000 400.80| | BARRICADE, III-A | | | 0049 801-07119 36.000 LFT | 20.85000 750.60| | BARRICADE, III-B | | | 0050 805-01842 1.000 EACH| 715.00000 715.00| | HANDHOLE, SIGNAL | | | 0051 805-06592 60.000 LFT | 12.50000 750.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0052 805-78490 60.000 LFT | 1.20000 72.00| | SIGNAL CABLE, 7C 14GA. | | | 0053 808-06713 1500.000 LFT | 0.24000 360.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0054 808-06714 1500.000 LFT | 0.24000 360.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0055 808-06716 1829.000 LFT | 1.00000 1829.00| | LINE, REMOVE | | | 0058 808-75996 16.000 EACH| 35.00000 560.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-75998 16.000 EACH| 60.00000 960.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0060 808-75340 2.000 EACH| 295.00000 590.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 304,101.71| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 304,101.71| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 621 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 227,612.91 ROUTE : VARIOUS CALL ORDER : 621 CONTRACT ID : B -27447-B COUNTIES : ALLEN DEKALB LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON CONTRACT TIME : 08/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 069400Q 152100A 251100H OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 91-1798131 FLAME ON, INC. $ 228,259.00 100.0000% ==================================================================================================================================== |(1) 91-1798131 | | |FLAME ON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 6000.00000 6000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 711-51038 LUMP| 2000.00000 2000.00| | STRUCTURAL STEEL , STR. NO. 1 | | | 0003 711-51038 LUMP| 2000.00000 2000.00| | STRUCTURAL STEEL , STR. NO. 2 | | | 0004 711-51038 LUMP| 2000.00000 2000.00| | STRUCTURAL STEEL , STR. NO. 3 | | | 0005 711-51038 LUMP| 2000.00000 2000.00| | STRUCTURAL STEEL , STR. NO. 6 | | | 0006 711-51864 47.000 EACH| 5.00000 235.00| | DRILLED HOLE | | | 0007 711-51867 41.000 SQIN| 5.00000 205.00| | STRUCTURAL STEEL CUTTING | | | 0008 711-91149 LUMP| 35000.00000 35000.00| | STRAIGHTEN STEEL BEAM , STR. NO. 1 | | | 0009 711-91149 LUMP| 35000.00000 35000.00| | STRAIGHTEN STEEL BEAM , STR. NO. 2 | | | 0010 711-91149 LUMP| 30000.00000 30000.00| | STRAIGHTEN STEEL BEAM , STR. NO. 3 | | | 0011 711-91149 LUMP| 30000.00000 30000.00| | STRAIGHTEN STEEL BEAM , STR. NO. 4 | | | 0012 711-91149 LUMP| 30000.00000 30000.00| | STRAIGHTEN STEEL BEAM , STR. NO. 5 | | | 0013 711-91149 LUMP| 30000.00000 30000.00| | STRAIGHTEN STEEL BEAM , STR. NO. 6 | | | 0014 711-96479 45.000 EACH| 5.00000 225.00| | BOLT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 621 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 227,612.91 ROUTE : VARIOUS CALL ORDER : 621 CONTRACT ID : B -27447-B COUNTIES : ALLEN DEKALB LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON SET-ASIDE : ==================================================================================================================================== |(1) 91-1798131 | | |FLAME ON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 727-90308 194.000 LFT | 10.00000 1940.00| | EPOXY INJECTION, CRACK PREPARATION | | | 0016 727-90309 11.000 GAL | 200.00000 2200.00| | EPOXY INJECTION, EPOXY MATERIAL | | | 0017 727-93560 LUMP| 2000.00000 2000.00| | EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0018 801-01093 9.000 EACH| 125.00000 1125.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0019 801-06710 24.000 DAY | 10.00000 240.00| | FLASHING ARROW SIGN | | | 0020 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0021 801-07215 38.000 DAY | 20.00000 760.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0022 801-92448 188.000 DAY | 1.75000 329.00| | CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 228,259.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 228,259.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 641 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,388.83 ROUTE : CR 200 E CALL ORDER : 641 CONTRACT ID : B -27454-A COUNTIES : HUNTINGTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/27/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9935021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 358,652.50 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 387,918.00 108.1598% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 389,099.90 108.4893% 4 35-1057237 R L MCCOY INC $ 396,829.90 110.6446% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1817530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 1813.23000 1813.23| 3500.00000 3500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1897.80000 11386.80| 2800.00000 16800.00| 1400.00000 8400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 17932.62000 17932.62| 19000.00000 19000.00| 19900.00000 19900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 100.200 SYS | 24.00000 2404.80| 32.00000 3206.40| 12.50000 1252.50 PAVEMENT REMOVAL | | | 0005 202-02241 550.000 LFT | 1.85000 1017.50| 5.30000 2915.00| 2.00000 1100.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 19433.40000 19433.40| 62900.00000 62900.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-62420 1044.000 LFT | 2.75000 2871.00| 2.45000 2557.80| 3.00000 3132.00 BRIDGE RAILING, REMOVE | | | 0008 203-02000 9.000 CYS | 84.00000 756.00| 50.00000 450.00| 200.00000 1800.00 EXCAVATION, COMMON | | | 0009 303-01180 58.000 TON | 35.00000 2030.00| 25.00000 1450.00| 15.50000 899.00 COMPACTED AGGREGATE, NO. 53 | | | 0010 306-08043 293.000 SYS | 7.00000 2051.00| 2.00000 586.00| 3.50000 1025.50 MILLING, TRANSITION | | | 0011 402-07432 24.000 TON | 130.00000 3120.00| 125.00000 3000.00| 130.00000 3120.00 HMA SURFACE, TYPE A | | | 0012 601-01522 4.000 EACH| 1455.00000 5820.00| 1455.00000 5820.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-99105 450.000 LFT | 12.30000 5535.00| 12.30000 5535.00| 13.00000 5850.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0014 609-06257 122.000 SYS | 60.00000 7320.00| 52.00000 6344.00| 62.00000 7564.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 641 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,388.83 ROUTE : CR 200 E CALL ORDER : 641 CONTRACT ID : B -27454-A COUNTIES : HUNTINGTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1817530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 616-02320 98.000 SYS | 2.10000 205.80| 2.50000 245.00| 3.00000 294.00 GEOTEXTILES | | | 0016 616-06405 98.000 TON | 34.00000 3332.00| 18.60000 1822.80| 25.00000 2450.00 RIPRAP, REVETMENT | | | 0017 619-51860 LUMP| 6995.00000 6995.00| 21000.00000 21000.00| 19200.00000 19200.00 PAINT STEEL BRIDGE, PARTIAL | | | 0018 621-06574 36.000 SYS | 10.00000 360.00| 35.00000 1260.00| 35.00000 1260.00 SODDING | | | 0019 702-51005 1.400 CYS | 950.00000 1330.00| 1500.00000 2100.00| 1100.00000 1540.00 CONCRETE, A, SUBSTRUCTURE | | | 0020 702-51863 2113.000 EACH| 5.35000 11304.55| 11.00000 23243.00| 8.40000 17749.20 FIELD DRILLED HOLE IN CONCRETE | | | 0021 703-51030 2756.000 LBS | 1.20000 3307.20| 0.65000 1791.40| 1.00000 2756.00 REINFORCING STEEL | | | 0022 703-51032 15396.000 LBS | 1.20000 18475.20| 0.85000 13086.60| 1.10000 16935.60 REINFORCING STEEL, EPOXY COATED | | | 0023 704-51002 6.900 CYS | 1450.00000 10005.00| 800.00000 5520.00| 1200.00000 8280.00 CONCRETE, C, SUPERSTRUCTURE | | | 0024 706-06341 1061.500 LFT | 60.00000 63690.00| 60.00000 63690.00| 58.00000 61567.00 RAILING, PF-2 | | | 0025 706-06352 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 3000.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0026 706-51020 41.000 CYS | 1055.00000 43255.00| 350.00000 14350.00| 570.00000 23370.00 CONCRETE, C, RAILING | | | 0027 709-51821 LUMP| 2541.00000 2541.00| 5000.00000 5000.00| 3500.00000 3500.00 SURFACE SEAL | | | 0028 711-51035 255.000 LBS | 5.00000 1275.00| 16.00000 4080.00| 15.50000 3952.50 STRUCTURAL STEEL | | | 0029 715-92037 542.000 LFT | 6.00000 3252.00| 11.80000 6395.60| 13.50000 7317.00 PIPE, PVC, 4 IN. | | | 0030 722-51401 204.000 SFT | 10.00000 2040.00| 15.00000 3060.00| 54.00000 11016.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0031 722-51842 1508.000 SYS | 40.00000 60320.00| 31.50000 47502.00| 43.00000 64844.00 BRIDGE DECK OVERLAY | | | 0032 722-51846 7.800 CYS | 330.00000 2574.00| 330.00000 2574.00| 330.00000 2574.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0033 722-51852 543.000 SFT | 14.00000 7602.00| 10.00000 5430.00| 27.00000 14661.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0034 722-60824 1276.000 SYS | 3.55000 4529.80| 3.00000 3828.00| 6.00000 7656.00 SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 641 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,388.83 ROUTE : CR 200 E CALL ORDER : 641 CONTRACT ID : B -27454-A COUNTIES : HUNTINGTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1817530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 724-03276 27.000 LFT | 115.00000 3105.00| 45.00000 1215.00| 77.00000 2079.00 EXPANSION JOINT SEALING SYSTEM | | | 0036 724-51927 27.000 LFT | 650.00000 17550.00| 650.00000 17550.00| 160.00000 4320.00 STRUCTURAL EXPANSION JOINT, M | | | 0037 801-06775 LUMP| 2.20000 2.20| 1200.00000 1200.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0038 801-04308 4.000 EACH| 230.00000 920.00| 230.00000 920.00| 230.00000 920.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06625 6.000 EACH| 115.00000 690.00| 115.00000 690.00| 120.00000 720.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 10.000 EACH| 50.00000 500.00| 50.00000 500.00| 50.00000 500.00 CONSTRUCTION SIGN, A | | | 0041 801-06645 2.000 EACH| 1.00000 2.00| 1.00000 2.00| 1.00000 2.00 CONSTRUCTION SIGN, B | | | 0042 801-07118 48.000 LFT | 9.65000 463.20| 9.65000 463.20| 9.70000 465.60 BARRICADE, III-A | | | 0043 801-07119 48.000 LFT | 11.15000 535.20| 11.15000 535.20| 11.00000 528.00 BARRICADE, III-B | | | SECTION TOTALS | $ 358,652.50| $ 387,918.00| $ 389,099.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 358,652.50| $ 387,918.00| $ 389,099.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 641 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,388.83 ROUTE : CR 200 E CALL ORDER : 641 CONTRACT ID : B -27454-A COUNTIES : HUNTINGTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |R L MCCOY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 900.00000 900.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 19800.00000 19800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 100.200 SYS | 18.00000 1803.60| | PAVEMENT REMOVAL | | | 0005 202-02241 550.000 LFT | 1.85000 1017.50| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 50800.00000 50800.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-62420 1044.000 LFT | 4.00000 4176.00| | BRIDGE RAILING, REMOVE | | | 0008 203-02000 9.000 CYS | 22.00000 198.00| | EXCAVATION, COMMON | | | 0009 303-01180 58.000 TON | 24.00000 1392.00| | COMPACTED AGGREGATE, NO. 53 | | | 0010 306-08043 293.000 SYS | 9.00000 2637.00| | MILLING, TRANSITION | | | 0011 402-07432 24.000 TON | 200.00000 4800.00| | HMA SURFACE, TYPE A | | | 0012 601-01522 4.000 EACH| 1455.00000 5820.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-99105 450.000 LFT | 12.30000 5535.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0014 609-06257 122.000 SYS | 68.00000 8296.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0015 616-02320 98.000 SYS | 3.00000 294.00| | GEOTEXTILES | | | 0016 616-06405 98.000 TON | 22.00000 2156.00| | RIPRAP, REVETMENT | | | 0017 619-51860 LUMP| 7000.00000 7000.00| | PAINT STEEL BRIDGE, PARTIAL | | | 0018 621-06574 36.000 SYS | 35.00000 1260.00| | SODDING | | | 0019 702-51005 1.400 CYS | 1800.00000 2520.00| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 641 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,388.83 ROUTE : CR 200 E CALL ORDER : 641 CONTRACT ID : B -27454-A COUNTIES : HUNTINGTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |R L MCCOY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 702-51863 2113.000 EACH| 9.00000 19017.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0021 703-51030 2756.000 LBS | 0.85000 2342.60| | REINFORCING STEEL | | | 0022 703-51032 15396.000 LBS | 0.90000 13856.40| | REINFORCING STEEL, EPOXY COATED | | | 0023 704-51002 6.900 CYS | 800.00000 5520.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0024 706-06341 1061.500 LFT | 62.00000 65813.00| | RAILING, PF-2 | | | 0025 706-06352 4.000 EACH| 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0026 706-51020 41.000 CYS | 450.00000 18450.00| | CONCRETE, C, RAILING | | | 0027 709-51821 LUMP| 4300.00000 4300.00| | SURFACE SEAL | | | 0028 711-51035 255.000 LBS | 18.00000 4590.00| | STRUCTURAL STEEL | | | 0029 715-92037 542.000 LFT | 12.00000 6504.00| | PIPE, PVC, 4 IN. | | | 0030 722-51401 204.000 SFT | 15.00000 3060.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0031 722-51842 1508.000 SYS | 34.00000 51272.00| | BRIDGE DECK OVERLAY | | | 0032 722-51846 7.800 CYS | 330.00000 2574.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0033 722-51852 543.000 SFT | 15.00000 8145.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0034 722-60824 1276.000 SYS | 7.00000 8932.00| | SURFACE MILLING | | | 0035 724-03276 27.000 LFT | 92.00000 2484.00| | EXPANSION JOINT SEALING SYSTEM | | | 0036 724-51927 27.000 LFT | 600.00000 16200.00| | STRUCTURAL EXPANSION JOINT, M | | | 0037 801-06775 LUMP| 100.00000 100.00| | MAINTAINING TRAFFIC | | | 0038 801-04308 4.000 EACH| 230.00000 920.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06625 6.000 EACH| 115.00000 690.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 641 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 432,388.83 ROUTE : CR 200 E CALL ORDER : 641 CONTRACT ID : B -27454-A COUNTIES : HUNTINGTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |R L MCCOY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06640 10.000 EACH| 50.00000 500.00| | CONSTRUCTION SIGN, A | | | 0041 801-06645 2.000 EACH| 1.00000 2.00| | CONSTRUCTION SIGN, B | | | 0042 801-07118 48.000 LFT | 9.65000 463.20| | BARRICADE, III-A | | | 0043 801-07119 48.000 LFT | 535.20000 25689.60| | BARRICADE, III-B | | | SECTION TOTALS | $ 396,829.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 396,829.90| | ====================================================================================================================================