INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CR 1070 W CALL ORDER : 510 CONTRACT ID : B -26927-A COUNTIES : JACKSON WASHINGTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/01/06 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 3,186,019.72 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,284,558.33 103.0928% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 3,332,894.00 104.6099% 4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 3,432,284.81 107.7295% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,544,500.00 111.2516% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,793,890.85 119.0793% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/02/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9940022 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 598,820.29 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 624,616.45 104.3078% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 638,901.18 106.6933% 4 35-1996475 C & H/M EXCAVATING, INC. $ 645,549.52 107.8035% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 654,685.73 109.3292% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 726,554.09 121.3309% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 759,070.99 126.7610% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 835,845.73 139.5820% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1310611 |(3) 35-1385672 |O'MARA, DAVE CONTRACTOR |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. 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| 12000.00000 12000.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1200.00000 14400.00| 1250.00000 15000.00| 1337.33000 16047.96 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 32000.00000 32000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 7500.00000 7500.00| 9000.00000 9000.00| 6863.00000 6863.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 935.000 m2 | 5.00000 4675.00| 5.00000 4675.00| 2.66000 2487.10 PAVEMENT REMOVAL | | | 0008 202-02286 1.000 EACH| 9500.00000 9500.00| 20000.00000 20000.00| 12500.00000 12500.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 459.000 m2 | 6.50000 2983.50| 5.00000 2295.00| 6.47000 2969.73 SURFACE MILLING, ASPHALT | | | 0010 203-02000 2892.000 m3 | 9.00000 26028.00| 9.00000 26028.00| 10.38000 30018.96 EXCAVATION, COMMON | | | 0011 203-02070 580.000 m3 | 8.00000 4640.00| 9.00000 5220.00| 13.25000 7685.00 BORROW | | | 0012 203-51223 326.000 m3 | 7.00000 2282.00| 9.00000 2934.00| 6.31000 2057.06 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1310611 |(3) 35-1385672 |O'MARA, DAVE CONTRACTOR |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-03371 100.000 m3 | 8.00000 800.00| 9.00000 900.00| 8.60000 860.00 SEDIMENT REMOVE | | | 0014 205-06931 48.000 Mg | 22.00000 1056.00| 25.00000 1200.00| 36.63000 1758.24 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 26.000 Mg | 25.00000 650.00| 25.00000 650.00| 71.77000 1866.02 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 273.000 m | 6.00000 1638.00| 3.00000 819.00| 14.62000 3991.26 TEMPORARY SILT FENCE | | | 0017 206-51215 55.500 m3 | 170.00000 9435.00| 200.00000 11100.00| 97.75000 5425.13 EXCAVATION, X | | | 0018 206-51220 17.000 m3 | 100.00000 1700.00| 500.00000 8500.00| 28.89000 491.13 EXCAVATION, WET | | | 0019 207-07500 1452.000 m2 | 6.80000 9873.60| 3.00000 4356.00| 3.92000 5691.84 SUBGRADE TREATMENT, TYPE C | | | 0020 211-06467 17.000 m3 | 70.00000 1190.00| 35.00000 595.00| 59.84000 1017.28 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 19.000 m3 | 40.00000 760.00| 35.00000 665.00| 64.83000 1231.77 STRUCTURE BACKFILL | | | 0022 301-07448 2560.000 Mg | 13.20000 33792.00| 15.00000 38400.00| 14.76000 37785.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 402-07432 370.000 Mg | 46.00000 17020.00| 50.00000 18500.00| 46.00000 17020.00 HMA SURFACE, TYPE A | | | 0024 402-07435 570.000 Mg | 38.00000 21660.00| 44.00000 25080.00| 38.00000 21660.00 HMA INTERMEDIATE, TYPE A | | | 0025 404-05514 545.000 m2 | 10.00000 5450.00| 11.00000 5995.00| 3.66000 1994.70 SEAL COAT, 5 | | | 0026 405-05517 6.600 Mg | 0.10000 0.66| 50.00000 330.00| 1.00000 6.60 ASPHALT FOR PRIME COAT | | | 0027 406-05520 1.200 Mg | 300.00000 360.00| 330.00000 396.00| 300.00000 360.00 ASPHALT FOR TACK COAT | | | 0028 601-03578 1.000 EACH| 1600.00000 1600.00| 2050.00000 2050.00| 1450.00000 1450.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0029 601-06037 4.000 EACH| 725.00000 2900.00| 800.00000 3200.00| 700.00000 2800.00 GUARDRAIL END TREATMENT, I | | | 0030 601-06374 4.000 EACH| 750.00000 3000.00| 575.00000 2300.00| 720.00000 2880.00 GUARDRAIL TRANSITION, TGS-1 | | | 0031 601-99105 47.625 m | 47.00000 2238.38| 60.00000 2857.50| 45.50000 2166.94 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-06040 76.000 m | 30.00000 2280.00| 33.00000 2508.00| 28.00000 2128.00 FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1310611 |(3) 35-1385672 |O'MARA, DAVE CONTRACTOR |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 604-91531 11.000 m2 | 80.00000 880.00| 75.00000 825.00| 268.00000 2948.00 SIDEWALK, CONCRETE, 100 mm | | | 0034 609-06257 94.000 m2 | 57.00000 5358.00| 85.00000 7990.00| 71.75000 6744.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 610-05527 77.800 Mg | 85.00000 6613.00| 93.00000 7235.40| 85.00000 6613.00 HMA FOR APPROACHES | | | 0036 611-06497 1.000 EACH| 185.00000 185.00| 130.00000 130.00| 176.00000 176.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 616-02320 1532.000 m2 | 2.90000 4442.80| 3.00000 4596.00| 1.44000 2206.08 GEOTEXTILES | | | 0038 616-06405 1020.000 Mg | 19.00000 19380.00| 19.00000 19380.00| 19.25000 19635.00 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 625.00000 1250.00| 200.00000 400.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01371 46.000 kg | 19.00000 874.00| 10.00000 460.00| 13.20000 607.20 SEED MIXTURE, LEGUME, 2 | | | 0041 621-06545 1.100 Mg | 625.00000 687.50| 440.00000 484.00| 440.00000 484.00 FERTILIZER | | | 0042 621-06548 5.000 kg | 70.00000 350.00| 77.00000 385.00| 143.00000 715.00 SEED MIXTURE, CV | | | 0043 621-06553 145.000 kg | 8.30000 1203.50| 8.80000 1276.00| 4.95000 717.75 SEED MIXTURE, R | | | 0044 621-06565 5.300 Mg | 450.00000 2385.00| 725.00000 3842.50| 330.00000 1749.00 MULCHING MATERIAL | | | 0045 621-06567 32.000 kL | 16.00000 512.00| 1.00000 32.00| 13.00000 416.00 WATER | | | 0046 621-06575 1780.000 m2 | 3.70000 6586.00| 5.75000 10235.00| 3.42000 6087.60 SODDING, NURSERY | | | 0047 622-52436 2.000 EACH| 32.00000 64.00| 25.00000 50.00| 36.00000 72.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 50.000 EACH| 20.00000 1000.00| 11.00000 550.00| 15.00000 750.00 SEEDLING | | | 0049 701-51195 54.000 m | 210.00000 11340.00| 150.00000 8100.00| 178.85000 9657.90 PILE, STEEL H, HP 310 X 79 | | | 0050 701-91792 8.000 EACH| 125.00000 1000.00| 100.00000 800.00| 120.00000 960.00 PILE TIP, STEEL H | | | 0051 702-51005 63.000 m3 | 420.00000 26460.00| 400.00000 25200.00| 464.94000 29291.22 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 55.000 m3 | 250.00000 13750.00| 400.00000 22000.00| 370.00000 20350.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1310611 |(3) 35-1385672 |O'MARA, DAVE CONTRACTOR |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 703-51030 5715.000 kg | 1.60000 9144.00| 1.60000 9144.00| 1.71000 9772.65 REINFORCING STEEL | | | 0054 703-51032 26971.000 kg | 1.75000 47199.25| 1.75000 47199.25| 1.95000 52593.45 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 131.000 m3 | 415.00000 54365.00| 500.00000 65500.00| 658.50000 86263.50 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-06344 114.300 m | 175.00000 20002.50| 143.00000 16344.90| 173.00000 19773.90 RAILING, TS-1 | | | 0057 707-05974 212.000 m2 | 490.00000 103880.00| 450.00000 95400.00| 475.62000 100831.44 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 838 mm X 914 mm | | | 0058 709-51821 LUMP| 3900.00000 3900.00| 3000.00000 3000.00| 2240.00000 2240.00 SURFACE SEAL | | | 0059 715-05021 30.000 m | 85.00000 2550.00| 75.00000 2250.00| 75.02000 2250.60 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05151 70.000 m | 130.00000 9100.00| 75.00000 5250.00| 60.37000 4225.90 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05407 28.500 m | 25.00000 712.50| 20.00000 570.00| 10.43000 297.26 PIPE, END BENT DRAIN, 150 mm | | | 0062 715-06398 1.000 EACH| 425.00000 425.00| 1000.00000 1000.00| 224.07000 224.07 CONCRETE ANCHOR, MIN. AREA 0.59 m2 | | | 0063 715-46005 4.000 EACH| 175.00000 700.00| 250.00000 1000.00| 385.94000 1543.76 PIPE END SECTION, 375 mm | | | 0064 720-45030 1.000 EACH| 950.00000 950.00| 1500.00000 1500.00| 1410.70000 1410.70 INLET, E7 | | | 0065 720-45035 1.000 EACH| 950.00000 950.00| 1500.00000 1500.00| 1407.68000 1407.68 INLET, F7 | | | 0066 801-04308 3.000 EACH| 400.00000 1200.00| 335.00000 1005.00| 375.00000 1125.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06625 14.000 EACH| 80.00000 1120.00| 150.00000 2100.00| 70.00000 980.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 12.000 EACH| 150.00000 1800.00| 250.00000 3000.00| 135.00000 1620.00 CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0070 801-07118 21.600 m | 40.00000 864.00| 75.00000 1620.00| 37.50000 810.00 BARRICADE, III-A | | | 0071 802-76025 0.580 m2 | 1100.00000 638.00| 210.00000 121.80| 100.00000 58.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 802-76055 3.700 m | 23.00000 85.10| 23.00000 85.10| 21.00000 77.70 SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1310611 |(3) 35-1385672 |O'MARA, DAVE CONTRACTOR |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 598,820.29| $ 624,616.45| $ 638,901.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 598,820.29| $ 624,616.45| $ 638,901.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1996475 |(5) 35-1364963 |(6) 35-1128289 |C & H/M EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO.|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| 12075.00000 12075.00| 13000.00000 13000.00| 18800.00000 18800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1688.00000 20256.00| 1000.00000 12000.00| 1250.00000 15000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 30740.00000 30740.00| 32500.00000 32500.00| 36325.00000 36325.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 5000.00000 5000.00| 9500.00000 9500.00| 10900.00000 10900.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 935.000 m2 | 4.20000 3927.00| 3.00000 2805.00| 4.00000 3740.00 PAVEMENT REMOVAL | | | 0008 202-02286 1.000 EACH| 10200.00000 10200.00| 22500.00000 22500.00| 38524.00000 38524.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 459.000 m2 | 5.88000 2698.92| 4.50000 2065.50| 6.50000 2983.50 SURFACE MILLING, ASPHALT | | | 0010 203-02000 2892.000 m3 | 9.95000 28775.40| 10.00000 28920.00| 10.00000 28920.00 EXCAVATION, COMMON | | | 0011 203-02070 580.000 m3 | 15.70000 9106.00| 12.00000 6960.00| 18.00000 10440.00 BORROW | | | 0012 203-51223 326.000 m3 | 13.10000 4270.60| 10.00000 3260.00| 13.50000 4401.00 EXCAVATION, WATERWAY | | | 0013 205-03371 100.000 m3 | 23.54000 2354.00| 2.50000 250.00| 8.50000 850.00 SEDIMENT REMOVE | | | 0014 205-06931 48.000 Mg | 33.00000 1584.00| 17.50000 840.00| 50.00000 2400.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 26.000 Mg | 44.25000 1150.50| 17.50000 455.00| 146.00000 3796.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 273.000 m | 5.13000 1400.49| 5.50000 1501.50| 5.25000 1433.25 TEMPORARY SILT FENCE | | | 0017 206-51215 55.500 m3 | 144.00000 7992.00| 150.00000 8325.00| 225.00000 12487.50 EXCAVATION, X | | | 0018 206-51220 17.000 m3 | 41.00000 697.00| 50.00000 850.00| 915.00000 15555.00 EXCAVATION, WET | | | 0019 207-07500 1452.000 m2 | 5.40000 7840.80| 8.75000 12705.00| 6.00000 8712.00 SUBGRADE TREATMENT, TYPE C | | | 0020 211-06467 17.000 m3 | 41.00000 697.00| 35.00000 595.00| 83.00000 1411.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1996475 |(5) 35-1364963 |(6) 35-1128289 |C & H/M EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 211-07454 19.000 m3 | 41.00000 779.00| 35.00000 665.00| 37.00000 703.00 STRUCTURE BACKFILL | | | 0022 301-07448 2560.000 Mg | 14.33000 36684.80| 17.50000 44800.00| 17.25000 44160.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 402-07432 370.000 Mg | 55.00000 20350.00| 52.00000 19240.00| 48.00000 17760.00 HMA SURFACE, TYPE A | | | 0024 402-07435 570.000 Mg | 46.00000 26220.00| 44.00000 25080.00| 40.00000 22800.00 HMA INTERMEDIATE, TYPE A | | | 0025 404-05514 545.000 m2 | 5.20000 2834.00| 4.00000 2180.00| 3.66000 1994.70 SEAL COAT, 5 | | | 0026 405-05517 6.600 Mg | 477.00000 3148.20| 10.00000 66.00| 414.00000 2732.40 ASPHALT FOR PRIME COAT | | | 0027 406-05520 1.200 Mg | 375.00000 450.00| 375.00000 450.00| 357.00000 428.40 ASPHALT FOR TACK COAT | | | 0028 601-03578 1.000 EACH| 2156.00000 2156.00| 1975.00000 1975.00| 1450.00000 1450.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0029 601-06037 4.000 EACH| 816.00000 3264.00| 725.00000 2900.00| 700.00000 2800.00 GUARDRAIL END TREATMENT, I | | | 0030 601-06374 4.000 EACH| 604.00000 2416.00| 550.00000 2200.00| 720.00000 2880.00 GUARDRAIL TRANSITION, TGS-1 | | | 0031 601-99105 47.625 m | 64.40000 3067.05| 59.00000 2809.88| 45.50000 2166.94 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-06040 76.000 m | 19.60000 1489.60| 32.00000 2432.00| 28.00000 2128.00 FENCE, FARM FIELD, 1190 mm | | | 0033 604-91531 11.000 m2 | 55.00000 605.00| 35.00000 385.00| 70.00000 770.00 SIDEWALK, CONCRETE, 100 mm | | | 0034 609-06257 94.000 m2 | 61.75000 5804.50| 60.00000 5640.00| 72.00000 6768.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 610-05527 77.800 Mg | 78.25000 6087.85| 72.00000 5601.60| 68.00000 5290.40 HMA FOR APPROACHES | | | 0036 611-06497 1.000 EACH| 150.00000 150.00| 125.00000 125.00| 176.00000 176.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 616-02320 1532.000 m2 | 2.70000 4136.40| 3.00000 4596.00| 2.00000 3064.00 GEOTEXTILES | | | 0038 616-06405 1020.000 Mg | 19.85000 20247.00| 20.00000 20400.00| 17.50000 17850.00 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 575.00000 1150.00| 550.00000 1100.00| 625.00000 1250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1996475 |(5) 35-1364963 |(6) 35-1128289 |C & H/M EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-01371 46.000 kg | 15.20000 699.20| 13.70000 630.20| 18.50000 851.00 SEED MIXTURE, LEGUME, 2 | | | 0041 621-06545 1.100 Mg | 506.00000 556.60| 475.00000 522.50| 600.00000 660.00 FERTILIZER | | | 0042 621-06548 5.000 kg | 165.00000 825.00| 145.00000 725.00| 70.00000 350.00 SEED MIXTURE, CV | | | 0043 621-06553 145.000 kg | 5.69000 825.05| 5.50000 797.50| 8.25000 1196.25 SEED MIXTURE, R | | | 0044 621-06565 5.300 Mg | 380.00000 2014.00| 350.00000 1855.00| 425.00000 2252.50 MULCHING MATERIAL | | | 0045 621-06567 32.000 kL | 15.00000 480.00| 12.00000 384.00| 15.00000 480.00 WATER | | | 0046 621-06575 1780.000 m2 | 4.00000 7120.00| 3.75000 6675.00| 4.75000 8455.00 SODDING, NURSERY | | | 0047 622-52436 2.000 EACH| 23.00000 46.00| 25.00000 50.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 50.000 EACH| 17.25000 862.50| 16.00000 800.00| 18.25000 912.50 SEEDLING | | | 0049 701-51195 54.000 m | 190.00000 10260.00| 130.00000 7020.00| 128.00000 6912.00 PILE, STEEL H, HP 310 X 79 | | | 0050 701-91792 8.000 EACH| 140.00000 1120.00| 100.00000 800.00| 100.00000 800.00 PILE TIP, STEEL H | | | 0051 702-51005 63.000 m3 | 395.00000 24885.00| 500.00000 31500.00| 700.00000 44100.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 55.000 m3 | 381.00000 20955.00| 435.00000 23925.00| 250.00000 13750.00 CONCRETE, B, FOOTINGS | | | 0053 703-51030 5715.000 kg | 1.63000 9315.45| 1.55000 8858.25| 1.45000 8286.75 REINFORCING STEEL | | | 0054 703-51032 26971.000 kg | 1.85000 49896.35| 1.75000 47199.25| 1.65000 44502.15 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 131.000 m3 | 493.00000 64583.00| 560.00000 73360.00| 685.00000 89735.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-06344 114.300 m | 150.00000 17145.00| 140.00000 16002.00| 173.00000 19773.90 RAILING, TS-1 | | | 0057 707-05974 212.000 m2 | 525.00000 111300.00| 500.00000 106000.00| 500.00000 106000.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 838 mm X 914 mm | | | 0058 709-51821 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 2240.00000 2240.00 SURFACE SEAL | | | 0059 715-05021 30.000 m | 95.00000 2850.00| 90.00000 2700.00| 47.00000 1410.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1996475 |(5) 35-1364963 |(6) 35-1128289 |C & H/M EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05151 70.000 m | 88.50000 6195.00| 90.00000 6300.00| 66.00000 4620.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05407 28.500 m | 26.00000 741.00| 7.50000 213.75| 16.50000 470.25 PIPE, END BENT DRAIN, 150 mm | | | 0062 715-06398 1.000 EACH| 600.00000 600.00| 1500.00000 1500.00| 900.00000 900.00 CONCRETE ANCHOR, MIN. AREA 0.59 m2 | | | 0063 715-46005 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 180.00000 720.00 PIPE END SECTION, 375 mm | | | 0064 720-45030 1.000 EACH| 950.00000 950.00| 1250.00000 1250.00| 1600.00000 1600.00 INLET, E7 | | | 0065 720-45035 1.000 EACH| 950.00000 950.00| 1250.00000 1250.00| 1675.00000 1675.00 INLET, F7 | | | 0066 801-04308 3.000 EACH| 518.00000 1554.00| 400.00000 1200.00| 400.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06625 14.000 EACH| 102.00000 1428.00| 80.00000 1120.00| 75.00000 1050.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 12.000 EACH| 173.00000 2076.00| 150.00000 1800.00| 145.00000 1740.00 CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP| 9300.00000 9300.00| 4000.00000 4000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0070 801-07118 21.600 m | 44.08000 952.13| 40.00000 864.00| 40.00000 864.00 BARRICADE, III-A | | | 0071 802-76025 0.580 m2 | 190.00000 110.20| 200.00000 116.00| 100.00000 58.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 802-76055 3.700 m | 40.25000 148.93| 24.00000 88.80| 21.00000 77.70 SIGN POST, A | | | SECTION TOTALS | $ 645,549.52| $ 654,685.73| $ 726,554.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 645,549.52| $ 654,685.73| $ 726,554.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1600.00000 19200.00| 1150.00000 13800.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 37000.00000 37000.00| 41800.00000 41800.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 11000.00000 11000.00| 12500.00000 12500.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 935.000 m2 | 10.00000 9350.00| 11.00000 10285.00| PAVEMENT REMOVAL | | | 0008 202-02286 1.000 EACH| 12600.00000 12600.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 459.000 m2 | 6.00000 2754.00| 7.00000 3213.00| SURFACE MILLING, ASPHALT | | | 0010 203-02000 2892.000 m3 | 15.00000 43380.00| 17.00000 49164.00| EXCAVATION, COMMON | | | 0011 203-02070 580.000 m3 | 20.00000 11600.00| 9.00000 5220.00| BORROW | | | 0012 203-51223 326.000 m3 | 23.00000 7498.00| 12.00000 3912.00| EXCAVATION, WATERWAY | | | 0013 205-03371 100.000 m3 | 15.00000 1500.00| 17.00000 1700.00| SEDIMENT REMOVE | | | 0014 205-06931 48.000 Mg | 120.00000 5760.00| 65.00000 3120.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 26.000 Mg | 120.00000 3120.00| 65.00000 1690.00| TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 273.000 m | 4.46000 1217.58| 5.00000 1365.00| TEMPORARY SILT FENCE | | | 0017 206-51215 55.500 m3 | 90.00000 4995.00| 100.00000 5550.00| EXCAVATION, X | | | 0018 206-51220 17.000 m3 | 130.00000 2210.00| 1500.00000 25500.00| EXCAVATION, WET | | | 0019 207-07500 1452.000 m2 | 6.50000 9438.00| 20.00000 29040.00| SUBGRADE TREATMENT, TYPE C | | | 0020 211-06467 17.000 m3 | 118.30000 2011.10| 60.00000 1020.00| AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 211-07454 19.000 m3 | 50.00000 950.00| 30.00000 570.00| STRUCTURE BACKFILL | | | 0022 301-07448 2560.000 Mg | 17.00000 43520.00| 17.00000 43520.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 402-07432 370.000 Mg | 55.00000 20350.00| 49.00000 18130.00| HMA SURFACE, TYPE A | | | 0024 402-07435 570.000 Mg | 50.00000 28500.00| 41.00000 23370.00| HMA INTERMEDIATE, TYPE A | | | 0025 404-05514 545.000 m2 | 10.00000 5450.00| 3.70000 2016.50| SEAL COAT, 5 | | | 0026 405-05517 6.600 Mg | 800.00000 5280.00| 415.00000 2739.00| ASPHALT FOR PRIME COAT | | | 0027 406-05520 1.200 Mg | 300.00000 360.00| 360.00000 432.00| ASPHALT FOR TACK COAT | | | 0028 601-03578 1.000 EACH| 1875.00000 1875.00| 1900.00000 1900.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0029 601-06037 4.000 EACH| 710.00000 2840.00| 725.00000 2900.00| GUARDRAIL END TREATMENT, I | | | 0030 601-06374 4.000 EACH| 525.00000 2100.00| 550.00000 2200.00| GUARDRAIL TRANSITION, TGS-1 | | | 0031 601-99105 47.625 m | 56.00000 2667.00| 57.00000 2714.63| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-06040 76.000 m | 29.00000 2204.00| 30.00000 2280.00| FENCE, FARM FIELD, 1190 mm | | | 0033 604-91531 11.000 m2 | 90.00000 990.00| 100.00000 1100.00| SIDEWALK, CONCRETE, 100 mm | | | 0034 609-06257 94.000 m2 | 80.00000 7520.00| 80.00000 7520.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 610-05527 77.800 Mg | 85.00000 6613.00| 69.00000 5368.20| HMA FOR APPROACHES | | | 0036 611-06497 1.000 EACH| 115.00000 115.00| 125.00000 125.00| MAILBOX ASSEMBLY, SINGLE | | | 0037 616-02320 1532.000 m2 | 5.00000 7660.00| 2.25000 3447.00| GEOTEXTILES | | | 0038 616-06405 1020.000 Mg | 30.00000 30600.00| 22.00000 22440.00| RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-01371 46.000 kg | 13.20000 607.20| 13.50000 621.00| SEED MIXTURE, LEGUME, 2 | | | 0041 621-06545 1.100 Mg | 440.00000 484.00| 450.00000 495.00| FERTILIZER | | | 0042 621-06548 5.000 kg | 143.00000 715.00| 150.00000 750.00| SEED MIXTURE, CV | | | 0043 621-06553 145.000 kg | 4.95000 717.75| 5.00000 725.00| SEED MIXTURE, R | | | 0044 621-06565 5.300 Mg | 330.00000 1749.00| 335.00000 1775.50| MULCHING MATERIAL | | | 0045 621-06567 32.000 kL | 13.00000 416.00| 1.00000 32.00| WATER | | | 0046 621-06575 1780.000 m2 | 3.42000 6087.60| 3.50000 6230.00| SODDING, NURSERY | | | 0047 622-52436 2.000 EACH| 36.00000 72.00| 21.00000 42.00| SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 50.000 EACH| 15.00000 750.00| 16.00000 800.00| SEEDLING | | | 0049 701-51195 54.000 m | 185.00000 9990.00| 300.00000 16200.00| PILE, STEEL H, HP 310 X 79 | | | 0050 701-91792 8.000 EACH| 140.00000 1120.00| 125.00000 1000.00| PILE TIP, STEEL H | | | 0051 702-51005 63.000 m3 | 620.00000 39060.00| 700.00000 44100.00| CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 55.000 m3 | 250.00000 13750.00| 450.00000 24750.00| CONCRETE, B, FOOTINGS | | | 0053 703-51030 5715.000 kg | 1.60000 9144.00| 1.80000 10287.00| REINFORCING STEEL | | | 0054 703-51032 26971.000 kg | 1.70000 45850.70| 2.00000 53942.00| REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 131.000 m3 | 575.00000 75325.00| 740.00000 96940.00| CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-06344 114.300 m | 130.00000 14859.00| 155.00000 17716.50| RAILING, TS-1 | | | 0057 707-05974 212.000 m2 | 634.88000 134594.56| 550.00000 116600.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 838 mm X 914 mm | | | 0058 709-51821 LUMP| 2240.00000 2240.00| 2300.00000 2300.00| SURFACE SEAL | | | 0059 715-05021 30.000 m | 82.00000 2460.00| 90.00000 2700.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 520 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 781,879.58 ROUTE : CR 400 W CALL ORDER : 520 CONTRACT ID : B -27089-A COUNTIES : JENNINGS LETTING DATE : 11/16/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05151 70.000 m | 82.00000 5740.00| 80.00000 5600.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05407 28.500 m | 27.00000 769.50| 50.00000 1425.00| PIPE, END BENT DRAIN, 150 mm | | | 0062 715-06398 1.000 EACH| 300.00000 300.00| 3000.00000 3000.00| CONCRETE ANCHOR, MIN. AREA 0.59 m2 | | | 0063 715-46005 4.000 EACH| 300.00000 1200.00| 350.00000 1400.00| PIPE END SECTION, 375 mm | | | 0064 720-45030 1.000 EACH| 1040.00000 1040.00| 1800.00000 1800.00| INLET, E7 | | | 0065 720-45035 1.000 EACH| 1040.00000 1040.00| 1800.00000 1800.00| INLET, F7 | | | 0066 801-04308 3.000 EACH| 375.00000 1125.00| 400.00000 1200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06625 14.000 EACH| 70.00000 980.00| 75.00000 1050.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 12.000 EACH| 135.00000 1620.00| 150.00000 1800.00| CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0070 801-07118 21.600 m | 37.50000 810.00| 40.00000 864.00| BARRICADE, III-A | | | 0071 802-76025 0.580 m2 | 164.66000 95.50| 200.00000 116.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 802-76055 3.700 m | 35.00000 129.50| 22.00000 81.40| SIGN POST, A | | | SECTION TOTALS | $ 759,070.99| $ 835,845.73| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 759,070.99| $ 835,845.73| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,321.80 ROUTE : SR 331 CALL ORDER : 530 CONTRACT ID : B -27221-B COUNTIES : MARSHALL LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/15/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2850007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 327,999.14 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 346,922.70 105.7693% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 368,453.18 112.3335% 4 35-1374866 PRIMCO, INC. $ 376,185.55 114.6910% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1582109 |(3) 35-1339168 |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 227.33000 227.33 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1400.00000 8400.00| 2500.00000 15000.00| 1433.00000 8598.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 16000.00000 16000.00| 15000.00000 15000.00| 18150.00000 18150.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 6000.00000 6000.00| 2000.00000 2000.00| 598.26000 598.26 CLEARING RIGHT OF WAY | | | 0007 202-02240 270.000 SYS | 7.50000 2025.00| 9.00000 2430.00| 20.01000 5402.70 PAVEMENT REMOVAL | | | 0008 202-02241 435.000 LFT | 3.35000 1457.25| 1.00000 435.00| 6.50000 2827.50 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP| 18091.00000 18091.00| 25000.00000 25000.00| 38181.87000 38181.87 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 70.000 CYS | 80.00000 5600.00| 12.00000 840.00| 19.92000 1394.40 EXCAVATION, COMMON | | | 0011 203-02070 10.000 CYS | 40.00000 400.00| 50.00000 500.00| 61.96000 619.60 BORROW | | | 0012 205-06937 850.000 LFT | 1.70000 1445.00| 1.68000 1428.00| 1.68000 1428.00 TEMPORARY SILT FENCE | | | 0013 206-51230 5.200 CYS | 160.00000 832.00| 50.00000 260.00| 93.31000 485.21 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 210-08057 120.000 LFT | 2.80000 336.00| 8.00000 960.00| 10.01000 1201.20 PAVED SIDE DITCH , CLEAN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,321.80 ROUTE : SR 331 CALL ORDER : 530 CONTRACT ID : B -27221-B COUNTIES : MARSHALL LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1582109 |(3) 35-1339168 |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02050 10.000 CYS | 40.00000 400.00| 50.00000 500.00| 45.15000 451.50 B BORROW | | | 0016 213-08058 8.000 CYS | 160.00000 1280.00| 250.00000 2000.00| 132.79000 1062.32 FLOWABLE BACKFILL | | | 0017 302-07455 46.000 CYS | 40.00000 1840.00| 50.00000 2300.00| 56.19000 2584.74 DENSE GRADED SUBBASE | | | 0018 303-01180 140.000 TON | 14.00000 1960.00| 30.00000 4200.00| 22.96000 3214.40 COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07493 370.000 TON | 72.00000 26640.00| 75.00000 27750.00| 76.50000 28305.00 WIDENING WITH HMA, TYPE B | | | 0020 306-08043 620.000 SYS | 8.00000 4960.00| 9.00000 5580.00| 5.40000 3348.00 MILLING, TRANSITION | | | 0021 402-07433 60.000 TON | 72.00000 4320.00| 30.00000 1800.00| 30.00000 1800.00 HMA SURFACE, TYPE B | | | 0022 406-05521 2300.000 SYS | 0.01000 23.00| 0.10000 230.00| 0.10000 230.00 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1650.00000 6600.00| 1175.00000 4700.00| 1650.00000 6600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01704 1.000 EACH| 1150.00000 1150.00| 1720.00000 1720.00| 1150.00000 1150.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED , 3 | | | 0025 601-01846 1.000 EACH| 1700.00000 1700.00| 1795.00000 1795.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-05999 1.000 EACH| 40.00000 40.00| 30.00000 30.00| 40.00000 40.00 CURVED TERMINAL END | | | 0027 601-07023 4.000 EACH| 5050.00000 20200.00| 4300.00000 17200.00| 5050.00000 20200.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0028 601-94689 2.000 EACH| 2150.00000 4300.00| 2210.00000 4420.00| 2150.00000 4300.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH| 1000.00000 1000.00| 1100.00000 1100.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 262.500 LFT | 15.00000 3937.50| 14.40000 3780.00| 15.00000 3937.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 602-06639 180.000 LFT | 25.00000 4500.00| 24.00000 4320.00| 32.17000 5790.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0032 602-06646 280.000 LFT | 23.00000 6440.00| 20.00000 5600.00| 23.22000 6501.60 TEMPORARY CONCRETE BARRIER | | | 0033 602-06729 6.000 EACH| 7.00000 42.00| 6.00000 36.00| 8.00000 48.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,321.80 ROUTE : SR 331 CALL ORDER : 530 CONTRACT ID : B -27221-B COUNTIES : MARSHALL LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1582109 |(3) 35-1339168 |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 609-06259 266.300 SYS | 51.00000 13581.30| 55.00000 14646.50| 83.09000 22126.87 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0035 616-02320 550.000 SYS | 2.90000 1595.00| 2.73000 1501.50| 3.29000 1809.50 GEOTEXTILES | | | 0036 616-06405 328.700 TON | 41.50000 13641.05| 40.00000 13148.00| 57.98000 19058.03 RIPRAP, REVETMENT | | | 0037 621-06574 170.000 SYS | 11.75000 1997.50| 11.75000 1997.50| 11.75000 1997.50 SODDING | | | 0038 702-51863 96.000 EACH| 7.50000 720.00| 8.45000 811.20| 10.24000 983.04 FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-51032 22579.000 LBS | 1.00000 22579.00| 1.10000 24836.90| 0.72000 16256.88 REINFORCING STEEL, EPOXY COATED | | | 0040 703-97936 52.000 EACH| 12.00000 624.00| 21.05000 1094.60| 16.25000 845.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #4 | | | 0041 703-97936 26.000 EACH| 14.50000 377.00| 21.50000 559.00| 17.65000 458.90 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #5 | | | 0042 704-51002 22.500 CYS | 1100.00000 24750.00| 1500.00000 33750.00| 1353.80000 30460.50 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05732 4.000 EACH| 1850.00000 7400.00| 1500.00000 6000.00| 1656.05000 6624.20 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51020 16.500 CYS | 590.00000 9735.00| 500.00000 8250.00| 831.17000 13714.31 CONCRETE, C, RAILING | | | 0045 709-51821 LUMP| 2180.00000 2180.00| 2000.00000 2000.00| 2000.00000 2000.00 SURFACE SEAL | | | 0046 722-51401 50.000 SFT | 50.00000 2500.00| 10.00000 500.00| 37.94000 1897.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 428.000 SYS | 50.00000 21400.00| 70.00000 29960.00| 65.32000 27956.96 BRIDGE DECK OVERLAY | | | 0048 722-51846 1.200 CYS | 330.00000 396.00| 330.00000 396.00| 330.00000 396.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 190.000 SFT | 25.00000 4750.00| 17.00000 3230.00| 23.02000 4373.80 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 414.000 SYS | 13.50000 5589.00| 15.80000 6541.20| 6.39000 2645.46 SURFACE MILLING | | | 0051 729-51875 14.000 SFT | 120.00000 1680.00| 154.34000 2160.76| 59.31000 830.34 CONCRETE, A, PATCHING | | | 0052 801-01851 LUMP| 22000.00000 22000.00| 30000.00000 30000.00| 23100.00000 23100.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,321.80 ROUTE : SR 331 CALL ORDER : 530 CONTRACT ID : B -27221-B COUNTIES : MARSHALL LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1582109 |(3) 35-1339168 |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06207 5900.000 LFT | 0.80000 4720.00| 0.80000 4720.00| 0.80000 4720.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0054 801-06218 24.000 LFT | 4.80000 115.20| 4.80000 115.20| 4.80000 115.20 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0055 801-06640 24.000 EACH| 70.00000 1680.00| 70.00000 1680.00| 70.00000 1680.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 13.000 EACH| 30.00000 390.00| 30.00000 390.00| 30.00000 390.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 4600.00000 4600.00| 1100.00000 1100.00| 10515.62000 10515.62 MAINTAINING TRAFFIC | | | 0058 801-07119 48.000 LFT | 8.33000 399.84| 8.33000 399.84| 8.33000 399.84 BARRICADE, III-B | | | 0059 808-06713 800.000 LFT | 0.23000 184.00| 0.23000 184.00| 0.23000 184.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-06714 1400.000 LFT | 0.23000 322.00| 0.23000 322.00| 0.23000 322.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0061 808-06716 1235.000 LFT | 0.50000 617.50| 0.50000 617.50| 0.50000 617.50 LINE, REMOVE | | | 0062 808-06726 50.000 LFT | 1.50000 75.00| 1.50000 75.00| 1.50000 75.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0063 808-75140 1.000 EACH| 160.00000 160.00| 160.00000 160.00| 160.00000 160.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0064 808-75998 4.000 EACH| 80.00000 320.00| 90.00000 360.00| 90.00000 360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 327,999.14| $ 346,922.70| $ 368,453.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,999.14| $ 346,922.70| $ 368,453.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 530 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,321.80 ROUTE : SR 331 CALL ORDER : 530 CONTRACT ID : B -27221-B COUNTIES : MARSHALL LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, 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| 1829.40000 1829.40| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1774.74000 10648.44| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 18809.27000 18809.27| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 7523.71000 7523.71| | CLEARING RIGHT OF WAY | | | 0007 202-02240 270.000 SYS | 21.43000 5786.10| | PAVEMENT REMOVAL | | | 0008 202-02241 435.000 LFT | 3.35000 1457.25| | GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP| 20152.05000 20152.05| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 70.000 CYS | 68.68000 4807.60| | EXCAVATION, COMMON | | | 0011 203-02070 10.000 CYS | 109.34000 1093.40| | BORROW | | | 0012 205-06937 850.000 LFT | 2.00000 1700.00| | TEMPORARY SILT FENCE | | | 0013 206-51230 5.200 CYS | 174.15000 905.58| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 210-08057 120.000 LFT | 4.69000 562.80| | PAVED SIDE DITCH , CLEAN | | | 0015 211-02050 10.000 CYS | 122.34000 1223.40| | B BORROW | | | 0016 213-08058 8.000 CYS | 120.00000 960.00| | FLOWABLE BACKFILL | | | 0017 302-07455 46.000 CYS | 42.83000 1970.18| | DENSE GRADED SUBBASE | | | 0018 303-01180 140.000 TON | 30.00000 4200.00| | COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07493 370.000 TON | 91.12000 33714.40| | WIDENING WITH HMA, TYPE B | | | 0020 306-08043 620.000 SYS | 10.00000 6200.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 530 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,321.80 ROUTE : SR 331 CALL ORDER : 530 CONTRACT ID : B -27221-B COUNTIES : MARSHALL LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07433 60.000 TON | 72.00000 4320.00| | HMA SURFACE, TYPE B | | | 0022 406-05521 2300.000 SYS | 0.01000 23.00| | ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1650.00000 6600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01704 1.000 EACH| 1150.00000 1150.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED , 3 | | | 0025 601-01846 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-05999 1.000 EACH| 40.00000 40.00| | CURVED TERMINAL END | | | 0027 601-07023 4.000 EACH| 5050.00000 20200.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0028 601-94689 2.000 EACH| 2150.00000 4300.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH| 1000.00000 1000.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 262.500 LFT | 15.00000 3937.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 602-06639 180.000 LFT | 25.22000 4539.60| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0032 602-06646 280.000 LFT | 25.22000 7061.60| | TEMPORARY CONCRETE BARRIER | | | 0033 602-06729 6.000 EACH| 8.58000 51.48| | BARRIER DELINEATOR | | | 0034 609-06259 266.300 SYS | 67.40000 17948.62| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0035 616-02320 550.000 SYS | 1.74000 957.00| | GEOTEXTILES | | | 0036 616-06405 328.700 TON | 47.05000 15465.34| | RIPRAP, REVETMENT | | | 0037 621-06574 170.000 SYS | 10.00000 1700.00| | SODDING | | | 0038 702-51863 96.000 EACH| 12.17000 1168.32| | FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-51032 22579.000 LBS | 0.89000 20095.31| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 530 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,321.80 ROUTE : SR 331 CALL ORDER : 530 CONTRACT ID : B -27221-B COUNTIES : MARSHALL LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-97936 52.000 EACH| 17.00000 884.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #4 | | | 0041 703-97936 26.000 EACH| 18.00000 468.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #5 | | | 0042 704-51002 22.500 CYS | 1400.00000 31500.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51020 16.500 CYS | 700.00000 11550.00| | CONCRETE, C, RAILING | | | 0045 709-51821 LUMP| 1680.74000 1680.74| | SURFACE SEAL | | | 0046 722-51401 50.000 SFT | 48.36000 2418.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 428.000 SYS | 78.46000 33580.88| | BRIDGE DECK OVERLAY | | | 0048 722-51846 1.200 CYS | 330.00000 396.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 190.000 SFT | 35.44000 6733.60| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 414.000 SYS | 8.31000 3440.34| | SURFACE MILLING | | | 0051 729-51875 14.000 SFT | 155.15000 2172.10| | CONCRETE, A, PATCHING | | | 0052 801-01851 LUMP| 27918.00000 27918.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-06207 5900.000 LFT | 0.80000 4720.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0054 801-06218 24.000 LFT | 4.80000 115.20| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0055 801-06640 24.000 EACH| 70.00000 1680.00| | CONSTRUCTION SIGN, A | | | 0056 801-06645 13.000 EACH| 30.00000 390.00| | CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 3817.00000 3817.00| | MAINTAINING TRAFFIC | | | 0058 801-07119 48.000 LFT | 8.33000 399.84| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 530 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,321.80 ROUTE : SR 331 CALL ORDER : 530 CONTRACT ID : B -27221-B COUNTIES : MARSHALL LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-06713 800.000 LFT | 0.23000 184.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-06714 1400.000 LFT | 0.23000 322.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0061 808-06716 1235.000 LFT | 0.50000 617.50| | LINE, REMOVE | | | 0062 808-06726 50.000 LFT | 1.50000 75.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0063 808-75140 1.000 EACH| 160.00000 160.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0064 808-75998 4.000 EACH| 90.00000 360.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 376,185.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 376,185.55| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 786,379.06 ROUTE : US 31 CALL ORDER : 550 CONTRACT ID : B -27560-B COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/05/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949071 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 703,580.68 100.0000% ==================================================================================================================================== |(1) 35-1609544 | | |SCHUTT-LOOKABILL CO | | 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| 6500.00000 6500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 7.000 MOS | 2800.00000 19600.00| | FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 35000.00000 35000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02278 60.000 LFT | 20.00000 1200.00| | CURB, CONCRETE, REMOVE | | | 0007 202-52710 38.400 SYS | 30.00000 1152.00| | SIDEWALK, CONCRETE, REMOVE | | | 0008 210-08113 LUMP| 17725.00000 17725.00| | POWER WASH CLEANING | | | 0009 210-08114 9.000 EACH| 192.00000 1728.00| | BRIDGE RAIL BALUSTERS, RESET | | | 0010 210-08114 21.000 EACH| 1400.00000 29400.00| | BRIDGE RAIL DIE BLOCK CAP, LIMESTONE | | | 0011 210-08114 4.000 EACH| 302.00000 1208.00| | BRIDGE RAIL DIE BLOCK CAP, RESET | | | 0012 210-08114 16.000 EACH| 2300.00000 36800.00| | BRIDGE RAIL DIE BLOCK PEDESTAL, | | | LIMESTONE | | | 0013 210-08114 32.000 EACH| 1745.00000 55840.00| | BRIDGE RAIL PANEL BASE, LIMESTONE | | | 0014 210-08114 39.000 EACH| 1300.00000 50700.00| | BRIDGE RAIL PANEL CAP, LIMESTONE | | | 0015 210-08114 16.000 EACH| 406.00000 6496.00| | BRIDGE RAIL PANEL CAP, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 786,379.06 ROUTE : US 31 CALL ORDER : 550 CONTRACT ID : B -27560-B COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 210-08115 LUMP| 8700.00000 8700.00| | BRIDGE RAIL PYLON REPAIR, ABUTMENT 4 | | | WEST | | | 0017 210-08115 LUMP| 6380.00000 6380.00| | BRIDGE RAIL PYLON REPAIR, PIER 3 WEST | | | 0018 210-08117 65.000 LFT | 2903.00000 188695.00| | ARCHITRAVE REPAIR | | | 0019 601-04746 2.000 EACH| 5800.00000 11600.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0020 602-06639 340.000 LFT | 22.00000 7480.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 604-02007 6.000 SYS | 300.00000 1800.00| | SIDEWALK, CONCRETE, RECONSTRUCT | | | 0022 604-06069 32.400 SYS | 60.00000 1944.00| | CURB RAMP, CONCRETE | | | 0023 605-06120 7.300 LFT | 100.00000 730.00| | CURB, CONCRETE | | | 0024 605-94190 10.000 SFT | 200.00000 2000.00| | CURB PATCHING | | | 0025 619-91919 648.000 LFT | 18.00000 11664.00| | JOINT AND CRACK CLEANING AND SEALING | | | 0026 706-99125 313.000 EACH| 348.00000 108924.00| | BRIDGE RAILING BALUSTERS, LIMESTONE | | | 0027 709-51821 LUMP| 8700.00000 8700.00| | SURFACE SEAL | | | 0028 710-51870 680.000 SFT | 40.00000 27200.00| | REPOINTING MASONRY IN STRUCTURES | | | 0029 801-06207 4960.000 LFT | 1.13000 5604.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06218 16.000 LFT | 7.00000 112.00| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0031 801-06640 17.000 EACH| 116.00000 1972.00| | CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 40600.00000 40600.00| | MAINTAINING TRAFFIC | | | 0033 801-07119 48.000 LFT | 10.00000 480.00| | BARRICADE, III-B | | | 0034 808-05866 12.600 SYS | 43.50000 548.10| | PAVEMENT MESSAGE MARKING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 550 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 786,379.06 ROUTE : US 31 CALL ORDER : 550 CONTRACT ID : B -27560-B COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06711 572.000 LFT | 0.17000 97.24| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0036 808-06713 304.000 LFT | 1.10000 334.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0037 808-06714 2280.000 LFT | 0.15000 342.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0038 808-06716 3586.000 LFT | 0.29000 1039.94| | LINE, REMOVE | | | 0039 808-74805 60.000 LFT | 19.00000 1140.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0040 808-74807 3.000 EACH| 245.00000 735.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0041 808-74808 3.000 EACH| 250.00000 750.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0042 808-94455 124.000 LFT | 5.30000 657.20| | TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | SECTION TOTALS | $ 703,580.68| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 703,580.68| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 465,529.77 ROUTE : CR 1030 S CALL ORDER : 560 CONTRACT ID : B -27671-A COUNTIES : CRAWFORD LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9913010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 469,085.52 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 469,759.08 100.1435% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 674,787.67 143.8517% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 793,304.40 169.1172% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-2040801 |(3) 35-1618530 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|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| 7895.00000 7895.00| 3500.00000 3500.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 3500.00000 14000.00| 1900.00000 7600.00| 2000.00000 8000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 22400.00000 22400.00| 23000.00000 23000.00| 34500.00000 34500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 6700.00000 6700.00| 8226.07000 8226.07| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0007 202-02250 1.000 EACH| 2200.00000 2200.00| 1400.00000 1400.00| 1500.00000 1500.00 TREE, 250 mm, REMOVE | | | 0008 202-51328 LUMP| 14500.00000 14500.00| 1500.00000 1500.00| 43000.00000 43000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-74045 3.000 EACH| 93.00000 279.00| 130.00000 390.00| 175.00000 525.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0010 203-02000 200.000 m3 | 23.00000 4600.00| 25.00000 5000.00| 50.00000 10000.00 EXCAVATION, COMMON | | | 0011 205-06937 167.900 m | 6.00000 1007.40| 5.20000 873.08| 5.50000 923.45 TEMPORARY SILT FENCE | | | 0012 206-51230 110.000 m3 | 102.00000 11220.00| 45.00000 4950.00| 35.00000 3850.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 210-06757 LUMP| 12100.00000 12100.00| 13000.00000 13000.00| 12000.00000 12000.00 RECONSTRUCT STONEWORK | | | 0014 210-07664 1.000 EACH| 475.00000 475.00| 125.00000 125.00| 135.00000 135.00 TIGHTEN TURNBUCKLE SLEEVE NUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 465,529.77 ROUTE : CR 1030 S CALL ORDER : 560 CONTRACT ID : B -27671-A COUNTIES : CRAWFORD LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-2040801 |(3) 35-1618530 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-06467 110.000 m3 | 104.00000 11440.00| 45.00000 4950.00| 75.00000 8250.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 211-07454 1.200 m3 | 255.00000 306.00| 519.42000 623.30| 80.00000 96.00 STRUCTURE BACKFILL | | | 0017 303-01180 260.000 Mg | 20.50000 5330.00| 20.00000 5200.00| 35.00000 9100.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 303-07449 105.000 Mg | 21.50000 2257.50| 20.00000 2100.00| 40.00000 4200.00 COMPACTED AGGREGATE, NO. 73 | | | 0019 404-05510 425.000 m2 | 4.40000 1870.00| 11.00000 4675.00| 14.00000 5950.00 SEAL COAT, 1 | | | 0020 601-02800 4.000 EACH| 2000.00000 8000.00| 1800.00000 7200.00| 3400.00000 13600.00 GUARDRAIL TRANSITION, TGT | | | 0021 601-06037 4.000 EACH| 750.00000 3000.00| 750.00000 3000.00| 800.00000 3200.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 22.860 m | 57.00000 1303.02| 51.00000 1165.86| 52.00000 1188.72 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 603-03692 29.000 m | 122.00000 3538.00| 100.00000 2900.00| 35.00000 1015.00 FENCE, WOOD | | | 0024 615-06530 1.000 EACH| 575.00000 575.00| 575.00000 575.00| 600.00000 600.00 POST, BENCHMARK | | | 0025 616-02320 345.000 m2 | 3.85000 1328.25| 2.75000 948.75| 4.00000 1380.00 GEOTEXTILES | | | 0026 619-05926 LUMP| 8700.00000 8700.00| 3000.00000 3000.00| 5500.00000 5500.00 ENVIRONMENTAL CONTROL | | | 0027 619-51859 LUMP| 33900.00000 33900.00| 36000.00000 36000.00| 56000.00000 56000.00 PAINT STEEL BRIDGE | | | 0028 619-61000 LUMP| 44500.00000 44500.00| 71000.00000 71000.00| 105000.00000 105000.00 CLEAN STEEL BRIDGE | | | 0029 621-01004 2.000 EACH| 175.00000 350.00| 800.00000 1600.00| 825.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06548 1.000 kg | 170.00000 170.00| 115.00000 115.00| 125.00000 125.00 SEED MIXTURE, CV | | | 0031 621-06559 1200.000 m2 | 1.00000 1200.00| 1.30000 1560.00| 1.35000 1620.00 MULCHED SEEDING, R | | | 0032 622-52436 2.000 EACH| 32.00000 64.00| 32.00000 64.00| 33.00000 66.00 SIGN, DO NOT MOW OR SPRAY | | | 0033 702-51005 0.800 m3 | 3000.00000 2400.00| 2500.00000 2000.00| 3000.00000 2400.00 CONCRETE, A, SUBSTRUCTURE | | | 0034 706-51132 24.000 m | 114.00000 2736.00| 50.50000 1212.00| 25.00000 600.00 RAILING, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 465,529.77 ROUTE : CR 1030 S CALL ORDER : 560 CONTRACT ID : B -27671-A COUNTIES : CRAWFORD LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-2040801 |(3) 35-1618530 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 706-94133 101.350 m | 391.00000 39627.85| 250.00000 25337.50| 120.00000 12162.00 RAILING, TUBE, GALVANIZED STEEL | | | 0036 711-04297 46720.000 mm2 | 0.05000 2336.00| 0.38000 17753.60| 0.40000 18688.00 STRUCTURAL STEEL, FIELD CUT | | | 0037 711-06719 LUMP| 14750.00000 14750.00| 6500.00000 6500.00| 40000.00000 40000.00 MOVE TRUSS | | | 0038 711-51038 LUMP| 89000.00000 89000.00| 125000.00000 125000.00| 160000.00000 160000.00 STRUCTURAL STEEL | | | 0039 711-51866 64.000 EACH| 25.00000 1600.00| 27.00000 1728.00| 30.00000 1920.00 RIVET, REMOVE | | | 0040 711-91149 LUMP| 5050.00000 5050.00| 1500.00000 1500.00| 20000.00000 20000.00 STRAIGHTEN STEEL BEAM | | | 0041 711-96479 18.000 EACH| 25.00000 450.00| 10.00000 180.00| 11.00000 198.00 BOLT, REMOVE | | | 0042 712-06386 206.000 m2 | 140.00000 28840.00| 173.99000 35841.94| 150.00000 30900.00 PLANK FLOORS, SINGLE PLY | | | 0043 715-05168 11.000 m | 89.00000 979.00| 75.00000 825.00| 120.00000 1320.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0044 715-05407 54.000 m | 38.00000 2052.00| 40.00000 2160.00| 75.00000 4050.00 PIPE, END BENT DRAIN, 150 mm | | | 0045 715-46000 2.000 EACH| 240.00000 480.00| 500.00000 1000.00| 575.00000 1150.00 PIPE END SECTION, 300 mm | | | 0046 801-04308 4.000 EACH| 360.00000 1440.00| 325.00000 1300.00| 400.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06625 8.000 EACH| 150.00000 1200.00| 98.00000 784.00| 120.00000 960.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 15.000 EACH| 145.00000 2175.00| 130.00000 1950.00| 175.00000 2625.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 75.00000 150.00| 45.00000 90.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 1500.00000 1500.00| 500.00000 500.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0051 801-07118 14.400 m | 39.00000 561.60| 35.00000 504.00| 45.00000 648.00 BARRICADE, III-A | | | 0052 801-07119 14.400 m | 47.00000 676.80| 42.00000 604.80| 50.00000 720.00 BARRICADE, III-B | | | 0053 802-76020 1.300 m2 | 245.00000 318.50| 219.00000 284.70| 225.00000 292.50 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0054 802-76030 3.200 m2 | 150.00000 480.00| 133.00000 425.60| 135.00000 432.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 560 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 465,529.77 ROUTE : CR 1030 S CALL ORDER : 560 CONTRACT ID : B -27671-A COUNTIES : CRAWFORD LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-2040801 |(3) 35-1618530 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 802-76055 40.800 m | 22.00000 897.60| 19.85000 809.88| 20.00000 816.00 SIGN POST, A | | | 0056 708-05394 LUMP| 44000.00000 44000.00| 25000.00000 25000.00| 10000.00000 10000.00 REPAIR , PACK RUST REMOVAL | | | 0057 622-91786 10.000 EACH| 17.50000 175.00| 22.50000 225.00| 24.00000 240.00 SEEDLING | | | SECTION TOTALS | $ 469,085.52| $ 469,759.08| $ 674,787.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,085.52| $ 469,759.08| $ 674,787.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 560 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 465,529.77 ROUTE : CR 1030 S CALL ORDER : 560 CONTRACT ID : B -27671-A COUNTIES : CRAWFORD LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | 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| 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1000.00000 4000.00| | FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 40000.00000 40000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02250 1.000 EACH| 500.00000 500.00| | TREE, 250 mm, REMOVE | | | 0008 202-51328 LUMP| 100000.00000 100000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-74045 3.000 EACH| 150.00000 450.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0010 203-02000 200.000 m3 | 15.00000 3000.00| | EXCAVATION, COMMON | | | 0011 205-06937 167.900 m | 6.00000 1007.40| | TEMPORARY SILT FENCE | | | 0012 206-51230 110.000 m3 | 25.00000 2750.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 210-06757 LUMP| 35000.00000 35000.00| | RECONSTRUCT STONEWORK | | | 0014 210-07664 1.000 EACH| 200.00000 200.00| | TIGHTEN TURNBUCKLE SLEEVE NUT | | | 0015 211-06467 110.000 m3 | 45.00000 4950.00| | AGGREGATE FOR END BENT BACKFILL | | | 0016 211-07454 1.200 m3 | 50.00000 60.00| | STRUCTURE BACKFILL | | | 0017 303-01180 260.000 Mg | 25.00000 6500.00| | COMPACTED AGGREGATE, NO. 53 | | | 0018 303-07449 105.000 Mg | 25.00000 2625.00| | COMPACTED AGGREGATE, NO. 73 | | | 0019 404-05510 425.000 m2 | 16.00000 6800.00| | SEAL COAT, 1 | | | 0020 601-02800 4.000 EACH| 2000.00000 8000.00| | GUARDRAIL TRANSITION, TGT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 560 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 465,529.77 ROUTE : CR 1030 S CALL ORDER : 560 CONTRACT ID : B -27671-A COUNTIES : CRAWFORD LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-06037 4.000 EACH| 800.00000 3200.00| | GUARDRAIL END TREATMENT, I | | | 0022 601-99105 22.860 m | 300.00000 6858.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 603-03692 29.000 m | 150.00000 4350.00| | FENCE, WOOD | | | 0024 615-06530 1.000 EACH| 1000.00000 1000.00| | POST, BENCHMARK | | | 0025 616-02320 345.000 m2 | 3.00000 1035.00| | GEOTEXTILES | | | 0026 619-05926 LUMP| 10000.00000 10000.00| | ENVIRONMENTAL CONTROL | | | 0027 619-51859 LUMP| 56000.00000 56000.00| | PAINT STEEL BRIDGE | | | 0028 619-61000 LUMP| 108000.00000 108000.00| | CLEAN STEEL BRIDGE | | | 0029 621-01004 2.000 EACH| 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06548 1.000 kg | 100.00000 100.00| | SEED MIXTURE, CV | | | 0031 621-06559 1200.000 m2 | 1.50000 1800.00| | MULCHED SEEDING, R | | | 0032 622-52436 2.000 EACH| 35.00000 70.00| | SIGN, DO NOT MOW OR SPRAY | | | 0033 702-51005 0.800 m3 | 1000.00000 800.00| | CONCRETE, A, SUBSTRUCTURE | | | 0034 706-51132 24.000 m | 150.00000 3600.00| | RAILING, RESET | | | 0035 706-94133 101.350 m | 280.00000 28378.00| | RAILING, TUBE, GALVANIZED STEEL | | | 0036 711-04297 46720.000 mm2 | 0.60000 28032.00| | STRUCTURAL STEEL, FIELD CUT | | | 0037 711-06719 LUMP| 50000.00000 50000.00| | MOVE TRUSS | | | 0038 711-51038 LUMP| 125000.00000 125000.00| | STRUCTURAL STEEL | | | 0039 711-51866 64.000 EACH| 30.00000 1920.00| | RIVET, REMOVE | | | 0040 711-91149 LUMP| 15000.00000 15000.00| | STRAIGHTEN STEEL BEAM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 560 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 465,529.77 ROUTE : CR 1030 S CALL ORDER : 560 CONTRACT ID : B -27671-A COUNTIES : CRAWFORD LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 711-96479 18.000 EACH| 12.00000 216.00| | BOLT, REMOVE | | | 0042 712-06386 206.000 m2 | 400.00000 82400.00| | PLANK FLOORS, SINGLE PLY | | | 0043 715-05168 11.000 m | 100.00000 1100.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0044 715-05407 54.000 m | 5.00000 270.00| | PIPE, END BENT DRAIN, 150 mm | | | 0045 715-46000 2.000 EACH| 250.00000 500.00| | PIPE END SECTION, 300 mm | | | 0046 801-04308 4.000 EACH| 350.00000 1400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06625 8.000 EACH| 125.00000 1000.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 15.000 EACH| 150.00000 2250.00| | CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 55.00000 110.00| | CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0051 801-07118 14.400 m | 70.00000 1008.00| | BARRICADE, III-A | | | 0052 801-07119 14.400 m | 70.00000 1008.00| | BARRICADE, III-B | | | 0053 802-76020 1.300 m2 | 250.00000 325.00| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0054 802-76030 3.200 m2 | 300.00000 960.00| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0055 802-76055 40.800 m | 25.00000 1020.00| | SIGN POST, A | | | 0056 708-05394 LUMP| 10000.00000 10000.00| | REPAIR , PACK RUST REMOVAL | | | 0057 622-91786 10.000 EACH| 25.00000 250.00| | SEEDLING | | | SECTION TOTALS | $ 793,304.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 793,304.40| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 566 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 298,407.86 ROUTE : VARIOUS CALL ORDER : 566 CONTRACT ID : B -27703-B COUNTIES : VARIOUS LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 04/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99990BL SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 294,843.50 100.0000% 2 35-1127746 S & G EXCAVATING INC $ 307,275.50 104.2164% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1127746 | |ALPHA EXCAVATING & LANDSCAPI|S & G EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SCOUR PROTECTION (EROSION) | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07577 6.000 MOS | 65.00000 390.00| 100.00000 600.00| CELLULAR SERVICE | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 16000.00000 16000.00| 62000.00000 62000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 3000.00000 3000.00| 23000.00000 23000.00| CLEARING RIGHT OF WAY | | | 0007 203-51223 366.000 CYS | 25.00000 9150.00| 16.00000 5856.00| EXCAVATION, WATERWAY | | | 0008 616-02320 251.000 SYS | 3.00000 753.00| 5.00000 1255.00| GEOTEXTILES | | | 0009 616-05688 2937.000 TON | 60.00000 176220.00| 40.50000 118948.50| RIPRAP, CLASS 1 | | | 0010 616-05689 1105.000 TON | 59.50000 65747.50| 40.00000 44200.00| RIPRAP, CLASS 2 | | | 0011 616-06405 108.000 TON | 57.00000 6156.00| 38.00000 4104.00| RIPRAP, REVETMENT | | | 0012 621-01004 9.000 EACH| 350.00000 3150.00| 400.00000 3600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06559 2000.000 SYS | 1.00000 2000.00| 1.00000 2000.00| MULCHED SEEDING, R | | | 0014 801-06640 46.000 EACH| 25.00000 1150.00| 10.00000 460.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 566 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 298,407.86 ROUTE : VARIOUS CALL ORDER : 566 CONTRACT ID : B -27703-B COUNTIES : VARIOUS LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1127746 | |ALPHA EXCAVATING & LANDSCAPI|S & G EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06645 45.000 EACH| 25.00000 1125.00| 10.00000 450.00| CONSTRUCTION SIGN, B | | | 0016 801-06775 LUMP| 6000.00000 6000.00| 28800.00000 28800.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 294,843.50| $ 307,275.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 294,843.50| $ 307,275.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,249.54 ROUTE : I-69 CALL ORDER : 570 CONTRACT ID : B -27707-A COUNTIES : HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/28/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0691110 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 412,258.80 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 440,824.28 106.9290% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 442,200.00 107.2627% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 465,477.10 112.9089% 5 36-0872360 CARLSON, ALBIN & COMPANY $ 545,323.71 132.2770% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL 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 DECK OVERLAY | | | 0001 105-06845 LUMP| 3500.00000 3500.00| 1200.00000 1200.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1100.00000 6600.00| 2000.00000 12000.00| 1900.00000 11400.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 20500.00000 20500.00| 22000.00000 22000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 4100.00000 4100.00| 1200.00000 1200.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0007 202-02189 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 150.00000 300.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0008 202-02240 124.000 SYS | 22.00000 2728.00| 20.00000 2480.00| 25.00000 3100.00 PAVEMENT REMOVAL | | | 0009 202-02241 1800.000 LFT | 1.40000 2520.00| 1.50000 2700.00| 1.20000 2160.00 GUARDRAIL, REMOVE | | | 0010 202-02271 3.000 EACH| 250.00000 750.00| 150.00000 450.00| 325.00000 975.00 HEADWALL, REMOVE | | | 0011 202-02277 2117.000 LFT | 3.00000 6351.00| 2.80000 5927.60| 3.50000 7409.50 GUTTER, LIP, REMOVE | | | 0012 202-51133 502.000 LFT | 1.00000 502.00| 1.00000 502.00| 3.00000 1506.00 RAILING, REMOVE | | | 0013 202-51328 LUMP| 36500.00000 36500.00| 57964.00000 57964.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,249.54 ROUTE : I-69 CALL ORDER : 570 CONTRACT ID : B -27707-A COUNTIES : HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-51368 101.000 SYS | 20.00000 2020.00| 26.00000 2626.00| 25.00000 2525.00 SLOPEWALL, REMOVE | | | 0015 202-91385 14.000 EACH| 200.00000 2800.00| 50.00000 700.00| 350.00000 4900.00 INLET, REMOVE | | | 0016 203-02000 470.000 CYS | 15.00000 7050.00| 10.00000 4700.00| 15.00000 7050.00 EXCAVATION, COMMON | | | 0017 211-06467 8.000 CYS | 40.00000 320.00| 50.00000 400.00| 140.00000 1120.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 92.000 CYS | 40.00000 3680.00| 35.00000 3220.00| 55.00000 5060.00 STRUCTURE BACKFILL | | | 0019 213-08058 33.000 CYS | 90.00000 2970.00| 60.00000 1980.00| 85.00000 2805.00 FLOWABLE BACKFILL | | | 0020 302-07455 22.000 CYS | 40.00000 880.00| 50.00000 1100.00| 100.00000 2200.00 DENSE GRADED SUBBASE | | | 0021 303-01180 48.000 TON | 30.00000 1440.00| 50.00000 2400.00| 30.00000 1440.00 COMPACTED AGGREGATE, NO. 53 | | | 0022 306-08043 200.000 SYS | 10.00000 2000.00| 10.00000 2000.00| 4.25000 850.00 MILLING, TRANSITION | | | 0023 402-07440 373.000 TON | 46.50000 17344.50| 45.20000 16859.60| 42.25000 15759.25 HMA BASE. TYPE A | | | 0024 402-07451 59.000 TON | 90.00000 5310.00| 94.92000 5600.28| 88.50000 5221.50 HMA, TYPE B, WEDGE AND LEVEL | | | 0025 406-05521 533.000 SYS | 0.15000 79.95| 0.17000 90.61| 0.20000 106.60 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1500.00000 6000.00| 1661.00000 6644.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-01700 2.000 EACH| 1950.00000 3900.00| 2147.00000 4294.00| 1605.00000 3210.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-06037 4.000 EACH| 725.00000 2900.00| 785.00000 3140.00| 680.00000 2720.00 GUARDRAIL END TREATMENT, I | | | 0029 601-99105 2100.000 LFT | 12.25000 25725.00| 13.50000 28350.00| 13.55000 28455.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 602-06729 14.000 EACH| 7.50000 105.00| 7.90000 110.60| 7.00000 98.00 BARRIER DELINEATOR | | | 0031 609-06257 132.000 SYS | 60.00000 7920.00| 67.00000 8844.00| 60.00000 7920.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0032 610-07486 24.000 TON | 120.00000 2880.00| 124.00000 2976.00| 115.75000 2778.00 HMA FOR APPROACHES, TYPE A | | | 0033 611-95023 1.000 EACH| 160.00000 160.00| 170.00000 170.00| 150.00000 150.00 MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 570 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,249.54 ROUTE : I-69 CALL ORDER : 570 CONTRACT ID : B -27707-A COUNTIES : HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 615-06525 1.000 EACH| 250.00000 250.00| 300.00000 300.00| 300.00000 300.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0035 616-02320 300.000 SYS | 3.00000 900.00| 2.00000 600.00| 2.50000 750.00 GEOTEXTILES | | | 0036 616-06405 176.000 TON | 25.00000 4400.00| 26.60000 4681.60| 30.00000 5280.00 RIPRAP, REVETMENT | | | 0037 616-06455 129.000 SYS | 30.00000 3870.00| 66.75000 8610.75| 50.00000 6450.00 SLOPEWALL | | | 0038 616-93772 4.000 EACH| 50.00000 200.00| 1226.00000 4904.00| 190.38000 761.52 INSPECTION HOLE | | | 0039 619-05926 LUMP| 2500.00000 2500.00| 1130.00000 1130.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL | | | 0040 619-51859 LUMP| 15500.00000 15500.00| 17700.00000 17700.00| 17000.00000 17000.00 PAINT STEEL BRIDGE | | | 0041 619-61000 LUMP| 43500.00000 43500.00| 35350.00000 35350.00| 33000.00000 33000.00 CLEAN STEEL BRIDGE | | | 0042 621-01004 2.000 EACH| 325.00000 650.00| 340.00000 680.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-01597 1944.000 SYS | 1.35000 2624.40| 1.27000 2468.88| 1.65000 3207.60 EROSION CONTROL, MAT | | | 0044 621-06559 1944.000 SYS | 0.50000 972.00| 0.32000 622.08| 0.90000 1749.60 MULCHED SEEDING, R | | | 0045 702-51005 1.000 CYS | 1000.00000 1000.00| 2244.00000 2244.00| 1600.00000 1600.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51100 136.000 LBS | 5.00000 680.00| 2.87000 390.32| 2.80000 380.80 DRAIN PIPE, CAST IRON, 6 IN. | | | 0047 702-51110 384.000 LBS | 2.50000 960.00| 2.11000 810.24| 2.90000 1113.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0048 702-51863 744.000 EACH| 5.50000 4092.00| 4.50000 3348.00| 16.00000 11904.00 FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-51030 500.000 LBS | 0.60000 300.00| 0.95000 475.00| 1.35000 675.00 REINFORCING STEEL | | | 0050 703-51032 18082.000 LBS | 0.85000 15369.70| 0.96000 17358.72| 1.10000 19890.20 REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 14.000 CYS | 750.00000 10500.00| 1417.00000 19838.00| 800.00000 11200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51025 498.000 LFT | 40.00000 19920.00| 41.13000 20482.74| 45.00000 22410.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 570 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,249.54 ROUTE : I-69 CALL ORDER : 570 CONTRACT ID : B -27707-A COUNTIES : HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 709-51821 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2280.00000 2280.00 SURFACE SEAL | | | 0055 710-51864 50.000 EACH| 12.50000 625.00| 0.10000 5.00| 30.00000 1500.00 FIELD DRILLED HOLE | | | 0056 710-51870 40.000 SFT | 50.00000 2000.00| 40.00000 1600.00| 100.00000 4000.00 REPOINTING MASONRY IN STRUCTURES | | | 0057 711-51877 LUMP| 4500.00000 4500.00| 2825.00000 2825.00| 4000.00000 4000.00 JACKING AND SUPPORTING BEAMS | | | 0058 711-93578 LUMP| 2000.00000 2000.00| 1186.00000 1186.00| 1000.00000 1000.00 DIAPHRAGMS, RESET | | | 0059 711-96800 162.000 EACH| 2.75000 445.50| 7.18000 1163.16| 9.00000 1458.00 STUD SHEAR CONNECTOR | | | 0060 715-05168 200.000 LFT | 17.50000 3500.00| 16.69000 3338.00| 28.00000 5600.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0061 715-05597 17.000 LFT | 42.00000 714.00| 30.00000 510.00| 75.00000 1275.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0062 715-46000 4.000 EACH| 225.00000 900.00| 207.64000 830.56| 480.00000 1920.00 PIPE END SECTION, 12 IN. | | | 0063 715-46020 1.000 EACH| 375.00000 375.00| 290.00000 290.00| 783.48000 783.48 PIPE END SECTION, 24 IN. | | | 0064 720-45025 2.000 EACH| 1250.00000 2500.00| 950.00000 1900.00| 1800.00000 3600.00 INLET, D6 | | | 0065 722-51401 200.000 SFT | 20.00000 4000.00| 10.00000 2000.00| 30.00000 6000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0066 722-51842 733.000 SYS | 45.00000 32985.00| 41.59000 30485.47| 48.00000 35184.00 BRIDGE DECK OVERLAY | | | 0067 722-51846 14.000 CYS | 330.00000 4620.00| 330.00000 4620.00| 330.00000 4620.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0068 722-51852 1904.000 SFT | 8.00000 15232.00| 7.87000 14984.48| 5.00000 9520.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0069 722-60824 679.000 SYS | 6.00000 4074.00| 4.46000 3028.34| 4.40000 2987.60 SURFACE MILLING | | | 0070 724-03276 28.750 LFT | 75.00000 2156.25| 100.00000 2875.00| 90.00000 2587.50 EXPANSION JOINT SEALING SYSTEM | | | 0071 724-51925 28.750 LFT | 110.00000 3162.50| 115.00000 3306.25| 115.00000 3306.25 STRUCTURAL EXPANSION JOINT, SS | | | 0072 726-93267 6.000 EACH| 550.00000 3300.00| 612.00000 3672.00| 760.00000 4560.00 BEARING ASSEMBLY, A | | | 0073 729-51875 60.000 SFT | 35.00000 2100.00| 20.00000 1200.00| 17.25000 1035.00 CONCRETE, A, PATCHING | | | 0074 801-04308 7.000 EACH| 180.00000 1260.00| 170.00000 1190.00| 150.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 570 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,249.54 ROUTE : I-69 CALL ORDER : 570 CONTRACT ID : B -27707-A COUNTIES : HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06625 54.000 EACH| 85.00000 4590.00| 90.00000 4860.00| 80.00000 4320.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0076 801-06640 16.000 EACH| 95.00000 1520.00| 73.00000 1168.00| 65.00000 1040.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 2.000 EACH| 35.00000 70.00| 28.00000 56.00| 25.00000 50.00 CONSTRUCTION SIGN, B | | | 0078 801-06710 30.000 DAY | 12.00000 360.00| 11.00000 330.00| 10.00000 300.00 FLASHING ARROW SIGN | | | 0079 801-07118 64.000 LFT | 8.50000 544.00| 9.00000 576.00| 7.50000 480.00 BARRICADE, III-A | | | SECTION TOTALS | $ 412,258.80| $ 440,824.28| $ 442,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 412,258.80| $ 440,824.28| $ 442,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 570 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,249.54 ROUTE : I-69 CALL ORDER : 570 CONTRACT ID : B -27707-A COUNTIES : HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 36-0872360 | |AMERICAN CONTRACTING & SERVI|CARLSON, ALBIN & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1250.00000 7500.00| 2000.00000 12000.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 23000.00000 23000.00| 36000.00000 36000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 2000.00000 2000.00| 1200.00000 1200.00| CLEARING RIGHT OF WAY | | | 0007 202-02189 2.000 EACH| 100.00000 200.00| 100.00000 200.00| BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0008 202-02240 124.000 SYS | 18.00000 2232.00| 45.00000 5580.00| PAVEMENT REMOVAL | | | 0009 202-02241 1800.000 LFT | 1.30000 2340.00| 1.25000 2250.00| GUARDRAIL, REMOVE | | | 0010 202-02271 3.000 EACH| 300.00000 900.00| 250.00000 750.00| HEADWALL, REMOVE | | | 0011 202-02277 2117.000 LFT | 9.00000 19053.00| 3.00000 6351.00| GUTTER, LIP, REMOVE | | | 0012 202-51133 502.000 LFT | 2.00000 1004.00| 3.00000 1506.00| RAILING, REMOVE | | | 0013 202-51328 LUMP| 45000.00000 45000.00| 55000.00000 55000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0014 202-51368 101.000 SYS | 50.00000 5050.00| 24.00000 2424.00| SLOPEWALL, REMOVE | | | 0015 202-91385 14.000 EACH| 200.00000 2800.00| 44.00000 616.00| INLET, REMOVE | | | 0016 203-02000 470.000 CYS | 21.00000 9870.00| 19.00000 8930.00| EXCAVATION, COMMON | | | 0017 211-06467 8.000 CYS | 85.00000 680.00| 15.00000 120.00| AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 92.000 CYS | 25.00000 2300.00| 16.00000 1472.00| STRUCTURE BACKFILL | | | 0019 213-08058 33.000 CYS | 135.00000 4455.00| 215.00000 7095.00| FLOWABLE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 570 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,249.54 ROUTE : I-69 CALL ORDER : 570 CONTRACT ID : B -27707-A COUNTIES : HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 36-0872360 | |AMERICAN CONTRACTING & SERVI|CARLSON, ALBIN & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 302-07455 22.000 CYS | 85.00000 1870.00| 30.00000 660.00| DENSE GRADED SUBBASE | | | 0021 303-01180 48.000 TON | 40.00000 1920.00| 30.00000 1440.00| COMPACTED AGGREGATE, NO. 53 | | | 0022 306-08043 200.000 SYS | 5.00000 1000.00| 14.00000 2800.00| MILLING, TRANSITION | | | 0023 402-07440 373.000 TON | 42.00000 15666.00| 44.00000 16412.00| HMA BASE. TYPE A | | | 0024 402-07451 59.000 TON | 86.00000 5074.00| 92.00000 5428.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0025 406-05521 533.000 SYS | 0.20000 106.60| 0.16000 85.28| ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1470.00000 5880.00| 1600.00000 6400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-01700 2.000 EACH| 1900.00000 3800.00| 1950.00000 3900.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-06037 4.000 EACH| 695.00000 2780.00| 660.00000 2640.00| GUARDRAIL END TREATMENT, I | | | 0029 601-99105 2100.000 LFT | 11.95000 25095.00| 13.00000 27300.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 602-06729 14.000 EACH| 7.00000 98.00| 8.00000 112.00| BARRIER DELINEATOR | | | 0031 609-06257 132.000 SYS | 75.00000 9900.00| 62.00000 8184.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0032 610-07486 24.000 TON | 115.00000 2760.00| 125.00000 3000.00| HMA FOR APPROACHES, TYPE A | | | 0033 611-95023 1.000 EACH| 150.00000 150.00| 250.00000 250.00| MAILBOX ASSEMBLY, RESET | | | 0034 615-06525 1.000 EACH| 400.00000 400.00| 400.00000 400.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0035 616-02320 300.000 SYS | 6.00000 1800.00| 2.70000 810.00| GEOTEXTILES | | | 0036 616-06405 176.000 TON | 30.00000 5280.00| 24.00000 4224.00| RIPRAP, REVETMENT | | | 0037 616-06455 129.000 SYS | 70.00000 9030.00| 66.00000 8514.00| SLOPEWALL | | | 0038 616-93772 4.000 EACH| 265.00000 1060.00| 150.00000 600.00| INSPECTION HOLE | | | 0039 619-05926 LUMP| 2000.00000 2000.00| 2150.00000 2150.00| ENVIRONMENTAL CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 570 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,249.54 ROUTE : I-69 CALL ORDER : 570 CONTRACT ID : B -27707-A COUNTIES : HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 36-0872360 | |AMERICAN CONTRACTING & SERVI|CARLSON, ALBIN & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 619-51859 LUMP| 10000.00000 10000.00| 14000.00000 14000.00| PAINT STEEL BRIDGE | | | 0041 619-61000 LUMP| 42750.00000 42750.00| 41000.00000 41000.00| CLEAN STEEL BRIDGE | | | 0042 621-01004 2.000 EACH| 300.00000 600.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-01597 1944.000 SYS | 1.15000 2235.60| 2.25000 4374.00| EROSION CONTROL, MAT | | | 0044 621-06559 1944.000 SYS | 0.30000 583.20| 1.00000 1944.00| MULCHED SEEDING, R | | | 0045 702-51005 1.000 CYS | 2000.00000 2000.00| 850.00000 850.00| CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51100 136.000 LBS | 6.00000 816.00| 12.50000 1700.00| DRAIN PIPE, CAST IRON, 6 IN. | | | 0047 702-51110 384.000 LBS | 6.00000 2304.00| 4.00000 1536.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0048 702-51863 744.000 EACH| 8.00000 5952.00| 9.00000 6696.00| FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-51030 500.000 LBS | 0.90000 450.00| 0.89000 445.00| REINFORCING STEEL | | | 0050 703-51032 18082.000 LBS | 1.00000 18082.00| 0.89000 16092.98| REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 14.000 CYS | 1150.00000 16100.00| 1150.00000 16100.00| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1250.00000 5000.00| 380.00000 1520.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51025 498.000 LFT | 40.00000 19920.00| 20.00000 9960.00| CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 2000.00000 2000.00| 2700.00000 2700.00| SURFACE SEAL | | | 0055 710-51864 50.000 EACH| 15.00000 750.00| 28.00000 1400.00| FIELD DRILLED HOLE | | | 0056 710-51870 40.000 SFT | 70.00000 2800.00| 62.00000 2480.00| REPOINTING MASONRY IN STRUCTURES | | | 0057 711-51877 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| JACKING AND SUPPORTING BEAMS | | | 0058 711-93578 LUMP| 2500.00000 2500.00| 750.00000 750.00| DIAPHRAGMS, RESET | | | 0059 711-96800 162.000 EACH| 6.35000 1028.70| 6.35000 1028.70| STUD SHEAR CONNECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 570 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,249.54 ROUTE : I-69 CALL ORDER : 570 CONTRACT ID : B -27707-A COUNTIES : HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 36-0872360 | |AMERICAN CONTRACTING & SERVI|CARLSON, ALBIN & COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05168 200.000 LFT | 23.00000 4600.00| 39.00000 7800.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0061 715-05597 17.000 LFT | 50.00000 850.00| 70.00000 1190.00| PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0062 715-46000 4.000 EACH| 290.00000 1160.00| 200.00000 800.00| PIPE END SECTION, 12 IN. | | | 0063 715-46020 1.000 EACH| 410.00000 410.00| 380.00000 380.00| PIPE END SECTION, 24 IN. | | | 0064 720-45025 2.000 EACH| 2500.00000 5000.00| 1750.00000 3500.00| INLET, D6 | | | 0065 722-51401 200.000 SFT | 27.00000 5400.00| 60.00000 12000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0066 722-51842 733.000 SYS | 60.00000 43980.00| 63.00000 46179.00| BRIDGE DECK OVERLAY | | | 0067 722-51846 14.000 CYS | 330.00000 4620.00| 330.00000 4620.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0068 722-51852 1904.000 SFT | 5.00000 9520.00| 35.00000 66640.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0069 722-60824 679.000 SYS | 5.00000 3395.00| 13.00000 8827.00| SURFACE MILLING | | | 0070 724-03276 28.750 LFT | 85.00000 2443.75| 118.00000 3392.50| EXPANSION JOINT SEALING SYSTEM | | | 0071 724-51925 28.750 LFT | 175.00000 5031.25| 79.00000 2271.25| STRUCTURAL EXPANSION JOINT, SS | | | 0072 726-93267 6.000 EACH| 600.00000 3600.00| 390.00000 2340.00| BEARING ASSEMBLY, A | | | 0073 729-51875 60.000 SFT | 30.00000 1800.00| 40.00000 2400.00| CONCRETE, A, PATCHING | | | 0074 801-04308 7.000 EACH| 150.00000 1050.00| 230.00000 1610.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0075 801-06625 54.000 EACH| 80.00000 4320.00| 80.00000 4320.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0076 801-06640 16.000 EACH| 65.00000 1040.00| 88.00000 1408.00| CONSTRUCTION SIGN, A | | | 0077 801-06645 2.000 EACH| 25.00000 50.00| 42.00000 84.00| CONSTRUCTION SIGN, B | | | 0078 801-06710 30.000 DAY | 10.00000 300.00| 18.00000 540.00| FLASHING ARROW SIGN | | | 0079 801-07118 64.000 LFT | 7.50000 480.00| 10.00000 640.00| BARRICADE, III-A | | | SECTION TOTALS | $ 465,477.10| $ 545,323.71| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 465,477.10| $ 545,323.71| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,923.50 ROUTE : I-65 CALL ORDER : 580 CONTRACT ID : B -27727-A COUNTIES : LAKE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/15/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 06580AE SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-3350477 EAGLE PAINTING & MAINTENANCE $ 297,521.00 100.0000% 2 36-3526376 ERA VALDIVIA CONTRACTORS INC. & SUBSIDIARY $ 299,866.00 100.7881% 3 35-1841931 VENUS PAINTING COMPANY $ 317,886.00 106.8448% 4 35-1645115 THREE STAR PAINTING $ 374,172.50 125.7633% 5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 378,456.00 127.2031% 6 35-1602596 ICARUS INDUSTRIAL PAINTING $ 391,200.00 131.4865% 7 35-2019240 CENTRAL PAINTING, INC. $ 447,000.00 150.2414% 8 36-2726271 DAGLAS, A.G. PAINTING CO $ 562,001.00 188.8945% 9 35-1131315 FIVE STAR PAINTING, INC. $ 696,976.00 234.2611% 10 41-1224817 ABHE & SVOBODA, INC. $ 1,881,000.00 632.2242% ==================================================================================================================================== |(1) 36-3350477 |(2) 36-3526376 |(3) 35-1841931 |EAGLE PAINTING & MAINTENANCE|ERA VALDIVIA CONTRACTORS INC|VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 8.000 MOS | 300.00000 2400.00| 1200.00000 9600.00| 600.00000 4800.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 8000.00000 8000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP| 15000.00000 15000.00| 4000.00000 4000.00| 3000.00000 3000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP| 15000.00000 15000.00| 4000.00000 4000.00| 3000.00000 3000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-51859 LUMP| 50000.00000 50000.00| 30000.00000 30000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0007 619-51859 LUMP| 50000.00000 50000.00| 30000.00000 30000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0008 619-61000 LUMP| 60000.00000 60000.00| 100000.00000 100000.00| 110000.00000 110000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0009 619-61000 LUMP| 60000.00000 60000.00| 100000.00000 100000.00| 110000.00000 110000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0010 709-51821 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 300.00000 300.00 SURFACE SEAL , STR. NO. 1 | | | 0011 709-51821 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 300.00000 300.00 SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,923.50 ROUTE : I-65 CALL ORDER : 580 CONTRACT ID : B -27727-A COUNTIES : LAKE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-3350477 |(2) 36-3526376 |(3) 35-1841931 |EAGLE PAINTING & MAINTENANCE|ERA VALDIVIA CONTRACTORS INC|VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 801-06775 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0013 801-06640 8.000 EACH| 15.00000 120.00| 30.00000 240.00| 50.00000 400.00 CONSTRUCTION SIGN, A | | | 0014 205-06937 2500.000 LFT | 2.00000 5000.00| 1.50000 3750.00| 0.50000 1250.00 TEMPORARY SILT FENCE | | | 0015 621-01004 1.000 EACH| 1000.00000 1000.00| 875.00000 875.00| 875.00000 875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 4000.000 SYS | 0.75000 3000.00| 0.85000 3400.00| 0.74000 2960.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 297,521.00| $ 299,866.00| $ 317,886.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 297,521.00| $ 299,866.00| $ 317,886.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 580 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,923.50 ROUTE : I-65 CALL ORDER : 580 CONTRACT ID : B -27727-A COUNTIES : LAKE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 |(5) 35-1778430 |(6) 35-1602596 |THREE STAR PAINTING |SPANOS, N.I. PAINTING, INC. |ICARUS INDUSTRIAL PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 8.000 MOS | 750.00000 6000.00| 250.00000 2000.00| 600.00000 4800.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP| 18128.50000 18128.50| 19000.00000 19000.00| 19350.00000 19350.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP| 722.00000 722.00| 10000.00000 10000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP| 722.00000 722.00| 10000.00000 10000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-51859 LUMP| 24389.00000 24389.00| 80500.00000 80500.00| 29726.25000 29726.25 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0007 619-51859 LUMP| 24389.00000 24389.00| 80500.00000 80500.00| 29726.25000 29726.25 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0008 619-61000 LUMP| 146387.00000 146387.00| 83500.00000 83500.00| 150000.00000 150000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0009 619-61000 LUMP| 146387.00000 146387.00| 83500.00000 83500.00| 150000.00000 150000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0010 709-51821 LUMP| 722.00000 722.00| 2150.00000 2150.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 1 | | | 0011 709-51821 LUMP| 722.00000 722.00| 2150.00000 2150.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 2 | | | 0012 801-06775 LUMP| 500.00000 500.00| 2355.00000 2355.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0013 801-06640 8.000 EACH| 96.00000 768.00| 50.00000 400.00| 50.00000 400.00 CONSTRUCTION SIGN, A | | | 0014 205-06937 2500.000 LFT | 0.20000 500.00| 0.40000 1000.00| 0.50000 1250.00 TEMPORARY SILT FENCE | | | 0015 621-01004 1.000 EACH| 875.00000 875.00| 400.00000 400.00| 486.50000 486.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 4000.000 SYS | 0.74000 2960.00| 0.25000 1000.00| 0.74000 2960.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 374,172.50| $ 378,456.00| $ 391,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 374,172.50| $ 378,456.00| $ 391,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 580 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,923.50 ROUTE : I-65 CALL ORDER : 580 CONTRACT ID : B -27727-A COUNTIES : LAKE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2019240 |(8) 36-2726271 |(9) 35-1131315 |CENTRAL PAINTING, INC. |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 8.000 MOS | 550.00000 4400.00| 1000.00000 8000.00| 2100.00000 16800.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-51859 LUMP| 50000.00000 50000.00| 103700.00000 103700.00| 91048.00000 91048.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0007 619-51859 LUMP| 50000.00000 50000.00| 103700.00000 103700.00| 91048.00000 91048.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0008 619-61000 LUMP| 153373.00000 153373.00| 144000.00000 144000.00| 219597.00000 219597.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0009 619-61000 LUMP| 153373.00000 153373.00| 144000.00000 144000.00| 219597.00000 219597.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0010 709-51821 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 1700.00000 1700.00 SURFACE SEAL , STR. NO. 1 | | | 0011 709-51821 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 1700.00000 1700.00 SURFACE SEAL , STR. NO. 2 | | | 0012 801-06775 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0013 801-06640 8.000 EACH| 96.00000 768.00| 200.00000 1600.00| 200.00000 1600.00 CONSTRUCTION SIGN, A | | | 0014 205-06937 2500.000 LFT | 0.50000 1250.00| 1.00000 2500.00| 1.62000 4050.00 TEMPORARY SILT FENCE | | | 0015 621-01004 1.000 EACH| 875.00000 875.00| 1500.00000 1500.00| 875.00000 875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 4000.000 SYS | 0.74000 2960.00| 2.00000 8000.00| 0.74000 2960.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 447,000.00| $ 562,001.00| $ 696,976.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 447,000.00| $ 562,001.00| $ 696,976.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/04 PAGE : 580 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,923.50 ROUTE : I-65 CALL ORDER : 580 CONTRACT ID : B -27727-A COUNTIES : LAKE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 41-1224817 | | |ABHE & SVOBODA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 8.000 MOS | 1515.00000 12120.00| | FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0003 110-01001 LUMP| 40124.00000 40124.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP| 20095.00000 20095.00| | ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP| 20095.00000 20095.00| | ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-51859 LUMP| 322750.00000 322750.00| | PAINT STEEL BRIDGE , STR. NO. 1 | | | 0007 619-51859 LUMP| 322750.00000 322750.00| | PAINT STEEL BRIDGE , STR. NO. 2 | | | 0008 619-61000 LUMP| 523465.00000 523465.00| | CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0009 619-61000 LUMP| 523465.00000 523465.00| | CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0010 709-51821 LUMP| 13235.00000 13235.00| | SURFACE SEAL , STR. NO. 1 | | | 0011 709-51821 LUMP| 13235.00000 13235.00| | SURFACE SEAL , STR. NO. 2 | | | 0012 801-06775 LUMP| 59545.00000 59545.00| | MAINTAINING TRAFFIC | | | 0013 801-06640 8.000 EACH| 95.00000 760.00| | CONSTRUCTION SIGN, A | | | 0014 205-06937 2500.000 LFT | 1.92000 4800.00| | TEMPORARY SILT FENCE | | | 0015 621-01004 1.000 EACH| 1040.00000 1040.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 4000.000 SYS | 0.88000 3520.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 1,881,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,881,000.00| | ====================================================================================================================================