INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4667007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 341,201.97 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 346,022.21 101.4127% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 348,095.99 102.0205% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 353,108.13 103.4894% 5 35-1609544 SCHUTT-LOOKABILL CO $ 382,692.05 112.1599% 6 35-1212938 ATLAS EXCAVATING, INC. $ 398,984.83 116.9350% 7 35-1801998 CLR, INC. $ 457,675.62 134.1362% 8 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 461,001.97 135.1111% ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1673827 |(3) 35-1310611 |HARVEY, GEORGE R. & SON, INC|HENDERSON, H.E., INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 1115.00000 6690.00| 1250.00000 7500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 10670.00000 10670.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 24710.00000 24710.00| 17500.00000 17500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 3221.00000 3221.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 575.000 m2 | 13.50000 7762.50| 11.73000 6744.75| 20.00000 11500.00 PAVEMENT, REMOVE | | | 0006 202-51328 LUMP| 15000.00000 15000.00| 11907.00000 11907.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 384.000 m2 | 5.00000 1920.00| 7.69000 2952.96| 7.00000 2688.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 526.000 m3 | 12.00000 6312.00| 7.86000 4134.36| 10.00000 5260.00 EXCAVATION, COMMON | | | 0009 203-02070 451.000 m3 | 15.00000 6765.00| 18.48000 8334.48| 12.50000 5637.50 BORROW | | | 0010 205-02224 584.000 m | 6.25000 3650.00| 5.72000 3340.48| 3.00000 1752.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 46.800 m | 16.75000 783.90| 15.23000 712.76| 10.00000 468.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1673827 |(3) 35-1310611 |HARVEY, GEORGE R. & SON, INC|HENDERSON, H.E., INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 206-51230 10.800 m3 | 10.00000 108.00| 33.77000 364.72| 100.00000 1080.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 11.400 m3 | 30.00000 342.00| 58.11000 662.45| 35.00000 399.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 32.300 m3 | 100.00000 3230.00| 77.74000 2511.00| 125.00000 4037.50 FLOWABLE MORTAR | | | 0015 303-52308 615.600 Mg | 13.00000 8002.80| 12.81000 7885.84| 15.00000 9234.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 304-04403 135.500 m3 | 25.00000 3387.50| 38.27000 5185.59| 20.00000 2710.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0017 402-05474 10.500 Mg | 58.60000 615.30| 53.55000 562.28| 56.10000 589.05 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 78.000 Mg | 69.00000 5382.00| 63.00000 4914.00| 66.00000 5148.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 173.900 Mg | 42.50000 7390.75| 40.99000 7128.16| 40.70000 7077.73 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05490 73.800 Mg | 54.00000 3985.20| 49.35000 3642.03| 51.70000 3815.46 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 406-05521 1858.700 m2 | 0.08000 148.70| 0.07000 130.11| 0.08000 148.69 ASPHALT FOR TACK COAT | | | 0022 501-05310 14.400 m | 445.00000 6408.00| 279.53000 4025.23| 450.00000 6480.00 TERMINAL JOINT | | | 0023 502-06327 633.500 m2 | 45.00000 28507.50| 43.37000 27474.90| 55.00000 34842.50 PCCP, 250 mm | | | 0024 503-03489 36.000 EACH| 20.00000 720.00| 12.80000 460.80| 10.00000 360.00 RETROFITTED TIE BARS | | | 0025 503-05240 129.600 m | 25.00000 3240.00| 26.87000 3482.35| 25.00000 3240.00 D-1 CONTRACTION JOINT | | | 0026 601-01128 4.000 EACH| 1090.00000 4360.00| 997.50000 3990.00| 1045.00000 4180.00 GUARDRAIL TRANSITION TYPE WGB | | | 0027 601-01846 2.000 EACH| 1840.00000 3680.00| 1680.00000 3360.00| 1760.00000 3520.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-94689 2.000 EACH| 3680.00000 7360.00| 3360.00000 6720.00| 3520.00000 7040.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 80.000 m | 37.60000 3008.00| 34.39000 2751.20| 36.00000 2880.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 2.000 EACH| 20.00000 40.00| 21.00000 42.00| 25.00000 50.00 BARRIER DELINEATOR | | | 0031 603-06040 302.000 m | 27.60000 8335.20| 25.20000 7610.40| 26.40000 7972.80 FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1673827 |(3) 35-1310611 |HARVEY, GEORGE R. & SON, INC|HENDERSON, H.E., INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 603-96042 1.000 EACH| 1410.00000 1410.00| 1286.25000 1286.25| 1350.00000 1350.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0033 610-06257 212.800 m2 | 55.00000 11704.00| 50.87000 10825.14| 65.00000 13832.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 611-06497 1.000 EACH| 210.00000 210.00| 194.25000 194.25| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 17.000 EACH| 122.00000 2074.00| 111.30000 1892.10| 116.00000 1972.00 RIGHT OF WAY MARKER | | | 0036 615-06500 3.000 EACH| 460.00000 1380.00| 420.00000 1260.00| 300.00000 900.00 MONUMENT, A | | | 0037 615-06505 1.000 EACH| 460.00000 460.00| 420.00000 420.00| 400.00000 400.00 MONUMENT, B | | | 0038 615-06515 1.000 EACH| 210.00000 210.00| 194.25000 194.25| 150.00000 150.00 MONUMENT, D | | | 0039 616-02320 389.000 m2 | 3.00000 1167.00| 2.02000 785.78| 4.00000 1556.00 GEOTEXTILES | | | 0040 616-06405 285.000 Mg | 16.00000 4560.00| 14.83000 4226.55| 16.00000 4560.00 RIPRAP, REVETMENT | | | 0041 621-06567 30.100 kL | 1.15000 34.62| 1.05000 31.61| 1.10000 33.11 WATER | | | 0042 621-06574 1002.000 m2 | 4.40000 4408.80| 4.03000 4038.06| 4.00000 4008.00 SODDING | | | 0043 621-06575 659.000 m2 | 4.40000 2899.60| 4.03000 2655.77| 4.00000 2636.00 SODDING, NURSERY | | | 0044 701-98647 40.000 m | 120.00000 4800.00| 202.53000 8101.20| 150.00000 6000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0045 702-51005 23.100 m3 | 450.00000 10395.00| 579.57000 13388.07| 500.00000 11550.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 703-51030 18230.000 kg | 1.10000 20053.00| 1.27000 23152.10| 1.15000 20964.50 REINFORCING STEEL | | | 0047 703-51032 5107.000 kg | 1.20000 6128.40| 2.75000 14044.25| 1.35000 6894.45 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 143.800 m3 | 400.00000 57520.00| 406.28000 58423.06| 400.00000 57520.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05733 4.000 EACH| 1100.00000 4400.00| 942.34000 3769.36| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0050 706-51020 7.500 m3 | 520.00000 3900.00| 739.20000 5544.00| 700.00000 5250.00 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 2500.00000 2500.00| 2394.00000 2394.00| 2500.00000 2500.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1673827 |(3) 35-1310611 |HARVEY, GEORGE R. & SON, INC|HENDERSON, H.E., INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05048 160.000 m | 10.00000 1600.00| 9.54000 1526.40| 5.00000 800.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0053 715-05169 12.000 m | 60.00000 720.00| 67.01000 804.12| 80.00000 960.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-06682 1.220 m | 330.00000 402.60| 166.60000 203.25| 100.00000 122.00 PIPE EXTENSION, DEFORMED, MIN. AREA | | | 0.42 m2 | | | 0055 715-46005 1.000 EACH| 250.00000 250.00| 176.30000 176.30| 200.00000 200.00 PIPE END SECTION, 375 mm | | | 0056 715-97607 2.000 EACH| 450.00000 900.00| 357.45000 714.90| 350.00000 700.00 PIPE END SECTION, MIN. AREA .42 m2 | | | 0057 718-01044 40.300 m | 30.00000 1209.00| 42.13000 1697.84| 12.00000 483.60 PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0058 718-06531 3.000 EACH| 400.00000 1200.00| 111.85000 335.55| 200.00000 600.00 OUTLET PROTECTOR, 3 | | | 0059 718-52610 33.600 m3 | 30.00000 1008.00| 49.57000 1665.55| 30.00000 1008.00 AGGREGATE FOR UNDERDRAINS | | | 0060 730-03475 1.000 EACH| 300.00000 300.00| 205.70000 205.70| 250.00000 250.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0061 801-04308 7.000 EACH| 143.00000 1001.00| 136.50000 955.50| 143.00000 1001.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06605 4.000 EACH| 77.00000 308.00| 73.50000 294.00| 77.00000 308.00 BARRICADE, IIIA | | | 0063 801-06606 2.000 EACH| 88.00000 176.00| 84.00000 168.00| 88.00000 176.00 BARRICADE, IIIB | | | 0064 801-06625 11.000 EACH| 105.00000 1155.00| 99.75000 1097.25| 104.50000 1149.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 12.000 EACH| 72.00000 864.00| 68.25000 819.00| 71.50000 858.00 CONSTRUCTION SIGN, A | | | 0066 801-06645 4.000 EACH| 40.00000 160.00| 36.75000 147.00| 38.50000 154.00 CONSTRUCTION SIGN, B | | | 0067 808-06713 560.000 m | 0.58000 324.80| 0.56000 313.60| 0.58000 324.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 560.000 m | 0.58000 324.80| 0.56000 313.60| 0.58000 324.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-75996 24.000 EACH| 10.00000 240.00| 21.00000 504.00| 10.00000 240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 24.000 EACH| 50.00000 1200.00| 47.25000 1134.00| 50.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 341,201.97| $ 346,022.21| $ 348,095.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 341,201.97| $ 346,022.21| $ 348,095.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1750.00000 10500.00| 1375.00000 8250.00| 600.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6400.00000 6400.00| 10900.00000 10900.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17650.00000 17650.00| 19100.00000 19100.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 9700.00000 9700.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 575.000 m2 | 18.00000 10350.00| 14.00000 8050.00| 10.00000 5750.00 PAVEMENT, REMOVE | | | 0006 202-51328 LUMP| 18080.00000 18080.00| 36120.00000 36120.00| 59000.00000 59000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 384.000 m2 | 7.00000 2688.00| 7.37000 2830.08| 5.50000 2112.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 526.000 m3 | 19.70000 10362.20| 12.00000 6312.00| 15.00000 7890.00 EXCAVATION, COMMON | | | 0009 203-02070 451.000 m3 | 18.00000 8118.00| 16.00000 7216.00| 17.00000 7667.00 BORROW | | | 0010 205-02224 584.000 m | 5.45000 3182.80| 6.28000 3667.52| 5.50000 3212.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 46.800 m | 14.50000 678.60| 17.00000 795.60| 18.00000 842.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 206-51230 10.800 m3 | 20.00000 216.00| 80.00000 864.00| 37.00000 399.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 11.400 m3 | 31.00000 353.40| 40.00000 456.00| 48.00000 547.20 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 32.300 m3 | 66.00000 2131.80| 115.00000 3714.50| 130.00000 4199.00 FLOWABLE MORTAR | | | 0015 303-52308 615.600 Mg | 15.00000 9234.00| 19.00000 11696.40| 14.00000 8618.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 304-04403 135.500 m3 | 57.00000 7723.50| 48.00000 6504.00| 38.00000 5149.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0017 402-05474 10.500 Mg | 175.00000 1837.50| 58.65000 615.83| 54.00000 567.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 78.000 Mg | 59.00000 4602.00| 69.00000 5382.00| 63.00000 4914.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 173.900 Mg | 53.50000 9303.65| 42.55000 7399.45| 40.00000 6956.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05490 73.800 Mg | 75.00000 5535.00| 54.05000 3988.89| 50.00000 3690.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 406-05521 1858.700 m2 | 0.05000 92.94| 0.08000 148.70| 0.10000 185.87 ASPHALT FOR TACK COAT | | | 0022 501-05310 14.400 m | 425.00000 6120.00| 328.00000 4723.20| 350.00000 5040.00 TERMINAL JOINT | | | 0023 502-06327 633.500 m2 | 47.00000 29774.50| 60.00000 38010.00| 45.00000 28507.50 PCCP, 250 mm | | | 0024 503-03489 36.000 EACH| 22.00000 792.00| 10.00000 360.00| 18.00000 648.00 RETROFITTED TIE BARS | | | 0025 503-05240 129.600 m | 26.00000 3369.60| 18.00000 2332.80| 38.00000 4924.80 D-1 CONTRACTION JOINT | | | 0026 601-01128 4.000 EACH| 810.00000 3240.00| 1093.00000 4372.00| 1050.00000 4200.00 GUARDRAIL TRANSITION TYPE WGB | | | 0027 601-01846 2.000 EACH| 1575.00000 3150.00| 1840.00000 3680.00| 1750.00000 3500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-94689 2.000 EACH| 3150.00000 6300.00| 3680.00000 7360.00| 3400.00000 6800.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 80.000 m | 36.00000 2880.00| 37.65000 3012.00| 36.00000 2880.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 2.000 EACH| 7.00000 14.00| 8.00000 16.00| 8.20000 16.40 BARRIER DELINEATOR | | | 0031 603-06040 302.000 m | 22.00000 6644.00| 30.00000 9060.00| 26.00000 7852.00 FENCE, FARM FIELD, 1190 mm | | | 0032 603-96042 1.000 EACH| 1000.00000 1000.00| 1409.00000 1409.00| 1350.00000 1350.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0033 610-06257 212.800 m2 | 67.00000 14257.60| 60.00000 12768.00| 50.00000 10640.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 611-06497 1.000 EACH| 105.00000 105.00| 215.00000 215.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 17.000 EACH| 105.00000 1785.00| 122.00000 2074.00| 120.00000 2040.00 RIGHT OF WAY MARKER | | | 0036 615-06500 3.000 EACH| 280.00000 840.00| 350.00000 1050.00| 430.00000 1290.00 MONUMENT, A | | | 0037 615-06505 1.000 EACH| 410.00000 410.00| 400.00000 400.00| 425.00000 425.00 MONUMENT, B | | | 0038 615-06515 1.000 EACH| 115.00000 115.00| 150.00000 150.00| 200.00000 200.00 MONUMENT, D | | | 0039 616-02320 389.000 m2 | 2.00000 778.00| 2.00000 778.00| 4.50000 1750.50 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 616-06405 285.000 Mg | 20.00000 5700.00| 24.00000 6840.00| 18.50000 5272.50 RIPRAP, REVETMENT | | | 0041 621-06567 30.100 kL | 1.00000 30.10| 1.15000 34.62| 1.10000 33.11 WATER | | | 0042 621-06574 1002.000 m2 | 3.84000 3847.68| 4.42000 4428.84| 4.00000 4008.00 SODDING | | | 0043 621-06575 659.000 m2 | 3.84000 2530.56| 4.42000 2912.78| 4.00000 2636.00 SODDING, NURSERY | | | 0044 701-98647 40.000 m | 208.00000 8320.00| 115.00000 4600.00| 450.00000 18000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0045 702-51005 23.100 m3 | 510.00000 11781.00| 485.00000 11203.50| 450.00000 10395.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 703-51030 18230.000 kg | 1.05000 19141.50| 1.05000 19141.50| 1.25000 22787.50 REINFORCING STEEL | | | 0047 703-51032 5107.000 kg | 1.20000 6128.40| 1.32000 6741.24| 1.35000 6894.45 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 143.800 m3 | 330.00000 47454.00| 401.00000 57663.80| 400.00000 57520.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05733 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0050 706-51020 7.500 m3 | 535.00000 4012.50| 460.00000 3450.00| 550.00000 4125.00 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 2286.00000 2286.00| 1525.00000 1525.00| 3000.00000 3000.00 SURFACE SEAL | | | 0052 715-05048 160.000 m | 18.00000 2880.00| 8.00000 1280.00| 7.00000 1120.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0053 715-05169 12.000 m | 118.00000 1416.00| 80.00000 960.00| 115.00000 1380.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-06682 1.220 m | 880.00000 1073.60| 300.00000 366.00| 330.00000 402.60 PIPE EXTENSION, DEFORMED, MIN. AREA | | | 0.42 m2 | | | 0055 715-46005 1.000 EACH| 280.00000 280.00| 200.00000 200.00| 195.00000 195.00 PIPE END SECTION, 375 mm | | | 0056 715-97607 2.000 EACH| 470.00000 940.00| 400.00000 800.00| 320.00000 640.00 PIPE END SECTION, MIN. AREA .42 m2 | | | 0057 718-01044 40.300 m | 19.00000 765.70| 12.00000 483.60| 50.00000 2015.00 PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0058 718-06531 3.000 EACH| 800.00000 2400.00| 400.00000 1200.00| 340.00000 1020.00 OUTLET PROTECTOR, 3 | | | 0059 718-52610 33.600 m3 | 44.00000 1478.40| 45.00000 1512.00| 75.00000 2520.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 730-03475 1.000 EACH| 3000.00000 3000.00| 280.00000 280.00| 575.00000 575.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0061 801-04308 7.000 EACH| 130.00000 910.00| 150.00000 1050.00| 150.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06605 4.000 EACH| 70.00000 280.00| 81.00000 324.00| 80.00000 320.00 BARRICADE, IIIA | | | 0063 801-06606 2.000 EACH| 80.00000 160.00| 92.00000 184.00| 95.00000 190.00 BARRICADE, IIIB | | | 0064 801-06625 11.000 EACH| 95.00000 1045.00| 109.00000 1199.00| 110.00000 1210.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 12.000 EACH| 65.00000 780.00| 75.00000 900.00| 85.00000 1020.00 CONSTRUCTION SIGN, A | | | 0066 801-06645 4.000 EACH| 35.00000 140.00| 40.00000 160.00| 38.00000 152.00 CONSTRUCTION SIGN, B | | | 0067 808-06713 560.000 m | 0.53000 296.80| 0.61000 341.60| 0.65000 364.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 560.000 m | 0.53000 296.80| 0.61000 341.60| 0.65000 364.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-75996 24.000 EACH| 10.00000 240.00| 10.00000 240.00| 13.00000 312.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 24.000 EACH| 45.00000 1080.00| 52.00000 1248.00| 50.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 353,108.13| $ 382,692.05| $ 398,984.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 353,108.13| $ 382,692.05| $ 398,984.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1618530 | |CLR, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 2100.00000 12600.00| 1780.00000 10680.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 9380.00000 9380.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23100.00000 23100.00| 22500.00000 22500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11500.00000 11500.00| 6600.00000 6600.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 575.000 m2 | 13.25000 7618.75| 15.00000 8625.00| PAVEMENT, REMOVE | | | 0006 202-51328 LUMP| 21500.00000 21500.00| 19500.00000 19500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 384.000 m2 | 9.00000 3456.00| 6.00000 2304.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 526.000 m3 | 16.00000 8416.00| 35.00000 18410.00| EXCAVATION, COMMON | | | 0009 203-02070 451.000 m3 | 19.00000 8569.00| 49.00000 22099.00| BORROW | | | 0010 205-02224 584.000 m | 5.45000 3182.80| 6.00000 3504.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 46.800 m | 14.50000 678.60| 16.00000 748.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 206-51230 10.800 m3 | 385.00000 4158.00| 132.00000 1425.60| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 11.400 m3 | 50.00000 570.00| 120.00000 1368.00| B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 32.300 m3 | 150.00000 4845.00| 97.00000 3133.10| FLOWABLE MORTAR | | | 0015 303-52308 615.600 Mg | 18.50000 11388.60| 20.00000 12312.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 304-04403 135.500 m3 | 50.00000 6775.00| 52.00000 7046.00| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0017 402-05474 10.500 Mg | 80.00000 840.00| 81.00000 850.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 78.000 Mg | 80.00000 6240.00| 68.50000 5343.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 173.900 Mg | 42.00000 7303.80| 47.00000 8173.30| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1618530 | |CLR, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05490 73.800 Mg | 53.00000 3911.40| 56.00000 4132.80| HMA SURFACE 9.5 mm, SHOULDER | | | 0021 406-05521 1858.700 m2 | 0.07000 130.11| 0.27000 501.85| ASPHALT FOR TACK COAT | | | 0022 501-05310 14.400 m | 649.00000 9345.60| 625.00000 9000.00| TERMINAL JOINT | | | 0023 502-06327 633.500 m2 | 60.00000 38010.00| 78.25000 49571.38| PCCP, 250 mm | | | 0024 503-03489 36.000 EACH| 28.00000 1008.00| 27.00000 972.00| RETROFITTED TIE BARS | | | 0025 503-05240 129.600 m | 42.00000 5443.20| 20.00000 2592.00| D-1 CONTRACTION JOINT | | | 0026 601-01128 4.000 EACH| 1075.00000 4300.00| 1100.00000 4400.00| GUARDRAIL TRANSITION TYPE WGB | | | 0027 601-01846 2.000 EACH| 1800.00000 3600.00| 1750.00000 3500.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-94689 2.000 EACH| 3850.00000 7700.00| 3500.00000 7000.00| GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 80.000 m | 37.00000 2960.00| 40.00000 3200.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 2.000 EACH| 140.00000 280.00| 13.50000 27.00| BARRIER DELINEATOR | | | 0031 603-06040 302.000 m | 27.00000 8154.00| 30.00000 9060.00| FENCE, FARM FIELD, 1190 mm | | | 0032 603-96042 1.000 EACH| 1385.00000 1385.00| 1350.00000 1350.00| FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0033 610-06257 212.800 m2 | 72.00000 15321.60| 80.00000 17024.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 611-06497 1.000 EACH| 275.00000 275.00| 200.00000 200.00| MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 17.000 EACH| 106.00000 1802.00| 124.00000 2108.00| RIGHT OF WAY MARKER | | | 0036 615-06500 3.000 EACH| 450.00000 1350.00| 450.00000 1350.00| MONUMENT, A | | | 0037 615-06505 1.000 EACH| 450.00000 450.00| 500.00000 500.00| MONUMENT, B | | | 0038 615-06515 1.000 EACH| 200.00000 200.00| 205.00000 205.00| MONUMENT, D | | | 0039 616-02320 389.000 m2 | 7.00000 2723.00| 5.00000 1945.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1618530 | |CLR, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 616-06405 285.000 Mg | 29.00000 8265.00| 24.00000 6840.00| RIPRAP, REVETMENT | | | 0041 621-06567 30.100 kL | 1.13000 34.01| 1.50000 45.15| WATER | | | 0042 621-06574 1002.000 m2 | 4.35000 4358.70| 4.00000 4008.00| SODDING | | | 0043 621-06575 659.000 m2 | 4.35000 2866.65| 4.50000 2965.50| SODDING, NURSERY | | | 0044 701-98647 40.000 m | 298.00000 11920.00| 370.00000 14800.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0045 702-51005 23.100 m3 | 625.00000 14437.50| 595.00000 13744.50| CONCRETE, A, SUBSTRUCTURE | | | 0046 703-51030 18230.000 kg | 1.23000 22422.90| 1.30000 23699.00| REINFORCING STEEL | | | 0047 703-51032 5107.000 kg | 2.50000 12767.50| 1.75000 8937.25| REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 143.800 m3 | 625.00000 89875.00| 492.00000 70749.60| CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05733 4.000 EACH| 1350.00000 5400.00| 1270.00000 5080.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0050 706-51020 7.500 m3 | 600.00000 4500.00| 890.00000 6675.00| CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 2500.00000 2500.00| 3600.00000 3600.00| SURFACE SEAL | | | 0052 715-05048 160.000 m | 9.50000 1520.00| 22.00000 3520.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0053 715-05169 12.000 m | 94.00000 1128.00| 87.00000 1044.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-06682 1.220 m | 1500.00000 1830.00| 422.00000 514.84| PIPE EXTENSION, DEFORMED, MIN. AREA | | | 0.42 m2 | | | 0055 715-46005 1.000 EACH| 340.00000 340.00| 300.00000 300.00| PIPE END SECTION, 375 mm | | | 0056 715-97607 2.000 EACH| 520.00000 1040.00| 460.00000 920.00| PIPE END SECTION, MIN. AREA .42 m2 | | | 0057 718-01044 40.300 m | 45.00000 1813.50| 22.00000 886.60| PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0058 718-06531 3.000 EACH| 400.00000 1200.00| 230.00000 690.00| OUTLET PROTECTOR, 3 | | | 0059 718-52610 33.600 m3 | 69.00000 2318.40| 87.00000 2923.20| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 300 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 472,204.73 ROUTE : SR 240 CALL ORDER : 300 CONTRACT ID : B -24917-A COUNTIES : PUTNAM LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1618530 | |CLR, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 730-03475 1.000 EACH| 470.00000 470.00| 541.00000 541.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0061 801-04308 7.000 EACH| 130.00000 910.00| 155.00000 1085.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06605 4.000 EACH| 110.00000 440.00| 80.00000 320.00| BARRICADE, IIIA | | | 0063 801-06606 2.000 EACH| 125.00000 250.00| 90.00000 180.00| BARRICADE, IIIB | | | 0064 801-06625 11.000 EACH| 150.00000 1650.00| 110.00000 1210.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 12.000 EACH| 100.00000 1200.00| 70.00000 840.00| CONSTRUCTION SIGN, A | | | 0066 801-06645 4.000 EACH| 40.00000 160.00| 40.00000 160.00| CONSTRUCTION SIGN, B | | | 0067 808-06713 560.000 m | 0.60000 336.00| 0.60000 336.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 560.000 m | 0.60000 336.00| 0.60000 336.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-75996 24.000 EACH| 15.00000 360.00| 5.75000 138.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 24.000 EACH| 39.00000 936.00| 53.00000 1272.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 457,675.62| $ 461,001.97| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 457,675.62| $ 461,001.97| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,375.47 ROUTE : SR 352 CALL ORDER : 310 CONTRACT ID : B -24968-A COUNTIES : BENTON LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3404009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 268,423.47 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 271,165.24 101.0214% 3 35-1523985 WIRTZ & YATES, INC. $ 274,398.35 102.2259% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 317,435.72 118.2593% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 550.00000 4400.00| 1200.00000 9600.00| 1000.00000 8000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4500.00000 4500.00| 4000.00000 4000.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 13000.00000 13000.00| 17500.00000 17500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02272 30.000 m | 34.00000 1020.00| 18.00000 540.00| 66.00000 1980.00 PAVED SIDE DITCH, REMOVE | | | 0005 202-06635 6.000 m3 | 1000.00000 6000.00| 100.00000 600.00| 1000.00000 6000.00 REMOVE ADDITIONAL END BENT | | | 0006 202-51328 LUMP| 56000.00000 56000.00| 62000.00000 62000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 220.000 m2 | 8.00000 1760.00| 10.00000 2200.00| 10.00000 2200.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 10.000 m3 | 47.00000 470.00| 40.00000 400.00| 28.00000 280.00 EXCAVATION, COMMON | | | 0009 203-02080 0.197 km | 16000.00000 3152.00| 11000.00000 2167.00| 20000.00000 3940.00 LINEAR GRADING | | | 0010 211-06467 60.000 m3 | 90.00000 5400.00| 15.00000 900.00| 26.50000 1590.00 AGGREGATE FOR END BENT BACKFILL | | | 0011 303-60900 98.000 Mg | 20.00000 1960.00| 30.00000 2940.00| 26.45000 2592.10 COMPACTED AGGREGATE FOR BASE, 0 | | | 0012 406-05521 439.000 m2 | 0.15000 65.85| 0.10000 43.90| 0.20000 87.80 ASPHALT FOR TACK COAT | | | 0013 601-01128 1.000 EACH| 930.00000 930.00| 1000.00000 1000.00| 1200.00000 1200.00 GUARDRAIL TRANSITION TYPE WGB , MODIFIED| | | 0014 601-01522 3.000 EACH| 1250.00000 3750.00| 1220.00000 3660.00| 1350.00000 4050.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,375.47 ROUTE : SR 352 CALL ORDER : 310 CONTRACT ID : B -24968-A COUNTIES : BENTON LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-01701 2.000 EACH| 1750.00000 3500.00| 1720.00000 3440.00| 1920.00000 3840.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0016 601-06037 2.000 EACH| 675.00000 1350.00| 600.00000 1200.00| 750.00000 1500.00 GUARDRAIL END TREATMENT, I | | | 0017 601-99105 136.350 m | 32.00000 4363.20| 34.00000 4635.90| 38.00000 5181.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06729 12.000 EACH| 7.30000 87.60| 12.51000 150.12| 20.00000 240.00 BARRIER DELINEATOR | | | 0019 610-05527 33.000 Mg | 125.00000 4125.00| 110.00000 3630.00| 220.00000 7260.00 HMA FOR APPROACHES | | | 0020 610-06257 271.000 m2 | 45.00000 12195.00| 60.00000 16260.00| 52.50000 14227.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 616-02320 362.000 m2 | 5.00000 1810.00| 5.00000 1810.00| 3.60000 1303.20 GEOTEXTILES | | | 0022 616-06405 126.000 Mg | 23.00000 2898.00| 35.00000 4410.00| 28.68000 3613.68 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 600.00000 600.00| 550.00000 550.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 494.000 m2 | 1.70000 839.80| 2.00000 988.00| 2.50000 1235.00 MULCHED SEEDING, R | | | 0025 702-51110 174.200 kg | 4.30000 749.06| 15.00000 2613.00| 10.00000 1742.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0026 702-51863 176.000 EACH| 10.00000 1760.00| 10.00000 1760.00| 7.00000 1232.00 FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-51030 4265.000 kg | 1.50000 6397.50| 1.50000 6397.50| 1.10000 4691.50 REINFORCING STEEL | | | 0028 703-51032 13154.000 kg | 1.65000 21704.10| 1.75000 23019.50| 1.30000 17100.20 REINFORCING STEEL, EPOXY COATED | | | 0029 703-97936 94.000 EACH| 17.50000 1645.00| 15.00000 1410.00| 16.00000 1504.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0030 704-51002 84.900 m3 | 490.00000 41601.00| 550.00000 46695.00| 541.00000 45930.90 CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 3.000 EACH| 1300.00000 3900.00| 700.00000 2100.00| 1500.00000 4500.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-05733 1.000 EACH| 1500.00000 1500.00| 700.00000 700.00| 1700.00000 1700.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0033 706-51020 8.600 m3 | 650.00000 5590.00| 450.00000 3870.00| 662.00000 5693.20 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,375.47 ROUTE : SR 352 CALL ORDER : 310 CONTRACT ID : B -24968-A COUNTIES : BENTON LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 707-05982 78.672 m | 355.00000 27928.56| 310.00000 24388.32| 254.22000 20000.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0035 708-51806 8.000 m2 | 350.00000 2800.00| 105.00000 840.00| 24.00000 192.00 REPOINTING MASONRY | | | 0036 709-51821 LUMP| 4000.00000 4000.00| 3100.00000 3100.00| 4000.00000 4000.00 SURFACE SEAL | | | 0037 715-05407 33.200 m | 20.00000 664.00| 10.00000 332.00| 39.40000 1308.08 PIPE, END BENT DRAIN, 150 mm | | | 0038 715-91361 1.400 m | 290.00000 406.00| 110.00000 154.00| 40.29000 56.41 PIPE, PVC, 150 mm | | | 0039 801-04308 7.000 EACH| 195.00000 1365.00| 275.00000 1925.00| 500.00000 3500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 8.000 EACH| 95.00000 760.00| 80.00000 640.00| 200.00000 1600.00 BARRICADE, IIIA | | | 0041 801-06606 10.000 EACH| 150.00000 1500.00| 110.00000 1100.00| 200.00000 2000.00 BARRICADE, IIIB | | | 0042 801-06625 12.000 EACH| 85.00000 1020.00| 80.00000 960.00| 100.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 16.000 EACH| 120.00000 1920.00| 60.00000 960.00| 110.00000 1760.00 CONSTRUCTION SIGN, A | | | 0044 801-06645 2.000 EACH| 39.00000 78.00| 50.00000 100.00| 100.00000 200.00 CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 1200.00000 1200.00| 2000.00000 2000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0046 808-06712 28.000 m | 0.40000 11.20| 3.00000 84.00| 3.50000 98.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0047 808-06713 224.000 m | 0.40000 89.60| 3.00000 672.00| 3.50000 784.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 808-75998 5.000 EACH| 140.00000 700.00| 174.00000 870.00| 200.00000 1000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0049 202-02240 174.000 m2 | 17.00000 2958.00| 25.00000 4350.00| 18.02000 3135.48 PAVEMENT, REMOVE | | | SECTION TOTALS | $ 268,423.47| $ 271,165.24| $ 274,398.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,423.47| $ 271,165.24| $ 274,398.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,375.47 ROUTE : SR 352 CALL ORDER : 310 CONTRACT ID : B -24968-A COUNTIES : BENTON LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 1500.00000 12000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02272 30.000 m | 50.00000 1500.00| | PAVED SIDE DITCH, REMOVE | | | 0005 202-06635 6.000 m3 | 3000.00000 18000.00| | REMOVE ADDITIONAL END BENT | | | 0006 202-51328 LUMP| 52000.00000 52000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 220.000 m2 | 9.25000 2035.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 10.000 m3 | 300.00000 3000.00| | EXCAVATION, COMMON | | | 0009 203-02080 0.197 km | 33000.00000 6501.00| | LINEAR GRADING | | | 0010 211-06467 60.000 m3 | 90.00000 5400.00| | AGGREGATE FOR END BENT BACKFILL | | | 0011 303-60900 98.000 Mg | 25.00000 2450.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0012 406-05521 439.000 m2 | 1.00000 439.00| | ASPHALT FOR TACK COAT | | | 0013 601-01128 1.000 EACH| 1400.00000 1400.00| | GUARDRAIL TRANSITION TYPE WGB , MODIFIED| | | 0014 601-01522 3.000 EACH| 1550.00000 4650.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-01701 2.000 EACH| 2200.00000 4400.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0016 601-06037 2.000 EACH| 900.00000 1800.00| | GUARDRAIL END TREATMENT, I | | | 0017 601-99105 136.350 m | 41.00000 5590.35| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06729 12.000 EACH| 15.00000 180.00| | BARRIER DELINEATOR | | | 0019 610-05527 33.000 Mg | 190.00000 6270.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,375.47 ROUTE : SR 352 CALL ORDER : 310 CONTRACT ID : B -24968-A COUNTIES : BENTON LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06257 271.000 m2 | 60.00000 16260.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 616-02320 362.000 m2 | 4.00000 1448.00| | GEOTEXTILES | | | 0022 616-06405 126.000 Mg | 30.00000 3780.00| | RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 800.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 494.000 m2 | 3.60000 1778.40| | MULCHED SEEDING, R | | | 0025 702-51110 174.200 kg | 11.00000 1916.20| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0026 702-51863 176.000 EACH| 10.00000 1760.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-51030 4265.000 kg | 1.25000 5331.25| | REINFORCING STEEL | | | 0028 703-51032 13154.000 kg | 1.40000 18415.60| | REINFORCING STEEL, EPOXY COATED | | | 0029 703-97936 94.000 EACH| 15.00000 1410.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0030 704-51002 84.900 m3 | 522.00000 44317.80| | CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 3.000 EACH| 1400.00000 4200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-05733 1.000 EACH| 1500.00000 1500.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0033 706-51020 8.600 m3 | 640.00000 5504.00| | CONCRETE, C, RAILING | | | 0034 707-05982 78.672 m | 310.00000 24388.32| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0035 708-51806 8.000 m2 | 150.00000 1200.00| | REPOINTING MASONRY | | | 0036 709-51821 LUMP| 3500.00000 3500.00| | SURFACE SEAL | | | 0037 715-05407 33.200 m | 65.00000 2158.00| | PIPE, END BENT DRAIN, 150 mm | | | 0038 715-91361 1.400 m | 70.00000 98.00| | PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,375.47 ROUTE : SR 352 CALL ORDER : 310 CONTRACT ID : B -24968-A COUNTIES : BENTON LETTING DATE : 11/21/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-04308 7.000 EACH| 300.00000 2100.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 8.000 EACH| 175.00000 1400.00| | BARRICADE, IIIA | | | 0041 801-06606 10.000 EACH| 210.00000 2100.00| | BARRICADE, IIIB | | | 0042 801-06625 12.000 EACH| 150.00000 1800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 16.000 EACH| 140.00000 2240.00| | CONSTRUCTION SIGN, A | | | 0044 801-06645 2.000 EACH| 75.00000 150.00| | CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 3500.00000 3500.00| | MAINTAINING TRAFFIC | | | 0046 808-06712 28.000 m | 3.65000 102.20| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0047 808-06713 224.000 m | 3.65000 817.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 808-75998 5.000 EACH| 225.00000 1125.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0049 202-02240 174.000 m2 | 30.00000 5220.00| | PAVEMENT, REMOVE | | | SECTION TOTALS | $ 317,435.72| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 317,435.72| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,714.04 ROUTE : SR 164 CALL ORDER : 320 CONTRACT ID : B -25090-A COUNTIES : DUBOIS LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4819005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 TD & O LLC $ 313,032.03 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 323,076.75 103.2088% 3 35-0626844 RUDOLPH, J.H. & CO $ 341,538.03 109.1064% 4 35-1878024 RAGLE, INC. $ 344,324.60 109.9966% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 363,489.35 116.1189% 6 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 391,745.20 125.1454% 7 35-1801998 CLR, INC. $ 393,014.23 125.5508% 8 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 469,555.95 150.0025% ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-0626844 |TD & O LLC |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 950.00000 8550.00| 1000.00000 9000.00| 1310.00000 11790.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 1520.00000 1520.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14059.20000 14059.20| 16000.00000 16000.00| 13600.00000 13600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 91.200 m2 | 35.00000 3192.00| 20.00000 1824.00| 37.50000 3420.00 PAVEMENT, REMOVE | | | 0005 202-02241 238.000 m | 8.25000 1963.50| 8.00000 1904.00| 7.50000 1785.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 10500.00000 10500.00| 25000.00000 25000.00| 10700.00000 10700.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 1400.000 m2 | 2.81000 3934.00| 3.50000 4900.00| 4.64000 6496.00 SURFACE MILLING, ASPHALT | | | 0008 202-60822 1016.000 m2 | 2.81000 2854.96| 3.50000 3556.00| 6.20000 6299.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 4.600 m3 | 25.00000 115.00| 27.50000 126.50| 280.00000 1288.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 62.600 Mg | 25.00000 1565.00| 22.50000 1408.50| 82.00000 5133.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 384.000 m2 | 0.44000 168.96| 1.10000 422.40| 0.40000 153.60 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,714.04 ROUTE : SR 164 CALL ORDER : 320 CONTRACT ID : B -25090-A COUNTIES : DUBOIS LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-0626844 |TD & O LLC |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-01522 4.000 EACH| 1320.00000 5280.00| 1250.00000 5000.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 1.000 EACH| 5280.00000 5280.00| 5000.00000 5000.00| 4800.00000 4800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 2.000 EACH| 4235.00000 8470.00| 4000.00000 8000.00| 3850.00000 7700.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 180.975 m | 51.70000 9356.41| 50.00000 9048.75| 47.00000 8505.83 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 177.000 m | 90.00000 15930.00| 57.50000 10177.50| 91.00000 16107.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 85.300 m | 85.00000 7250.50| 55.00000 4691.50| 87.00000 7421.10 TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 28.000 EACH| 8.80000 246.40| 8.00000 224.00| 7.80000 218.40 BARRIER DELINEATOR | | | 0019 610-05527 323.800 Mg | 98.59000 31923.44| 87.00000 28170.60| 85.00000 27523.00 HMA FOR APPROACHES | | | 0020 610-06257 174.000 m2 | 50.00000 8700.00| 55.00000 9570.00| 81.00000 14094.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 702-51005 8.200 m3 | 700.00000 5740.00| 1000.00000 8200.00| 830.00000 6806.00 CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51863 982.000 EACH| 6.00000 5892.00| 5.25000 5155.50| 5.14000 5047.48 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-90976 2136.000 kg | 1.00000 2136.00| 1.60000 3417.60| 1.65000 3524.40 REINFORCING STEEL, GRADE 60 | | | 0024 703-96177 8706.000 kg | 1.50000 13059.00| 1.70000 14800.20| 1.77000 15409.62 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0025 703-97936 86.000 EACH| 10.00000 860.00| 12.00000 1032.00| 16.60000 1427.60 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0026 704-51002 18.500 m3 | 500.00000 9250.00| 800.00000 14800.00| 980.00000 18130.00 CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-05732 4.000 EACH| 1150.00000 4600.00| 1100.00000 4400.00| 1120.00000 4480.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0028 706-51025 154.200 m | 100.00000 15420.00| 135.00000 20817.00| 115.00000 17733.00 CONCRETE, C, RAILING | | | 0029 709-51821 LUMP| 4000.00000 4000.00| 3500.00000 3500.00| 3600.00000 3600.00 SURFACE SEAL | | | 0030 715-91361 14.800 m | 150.00000 2220.00| 50.00000 740.00| 84.00000 1243.20 PIPE, PVC, 150 mm | | | 0031 722-51401 20.000 m2 | 210.00000 4200.00| 150.00000 3000.00| 203.00000 4060.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,714.04 ROUTE : SR 164 CALL ORDER : 320 CONTRACT ID : B -25090-A COUNTIES : DUBOIS LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-0626844 |TD & O LLC |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 722-51842 1016.000 m2 | 47.00000 47752.00| 40.00000 40640.00| 42.00000 42672.00 BRIDGE DECK OVERLAY | | | 0033 722-51846 7.500 m3 | 395.00000 2962.50| 395.00000 2962.50| 395.00000 2962.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 150.000 m2 | 55.00000 8250.00| 60.00000 9000.00| 124.00000 18600.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 724-51925 29.600 m | 300.00000 8880.00| 275.00000 8140.00| 272.00000 8051.20 STRUCTURAL EXPANSION JOINT, SS | | | 0036 801-01428 7.400 m | 21.65000 160.21| 22.50000 166.50| 19.65000 145.41 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0037 801-01851 LUMP| 18000.00000 18000.00| 15000.00000 15000.00| 19500.00000 19500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 595.000 m | 1.01000 600.95| 1.05000 624.75| 0.95000 565.25 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 1495.000 m | 3.30000 4933.50| 3.10000 4634.50| 3.00000 4485.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06606 6.000 EACH| 220.00000 1320.00| 210.00000 1260.00| 200.00000 1200.00 BARRICADE, IIIB | | | 0041 801-06640 20.000 EACH| 77.00000 1540.00| 95.00000 1900.00| 70.00000 1400.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 1.000 EACH| 44.00000 44.00| 40.00000 40.00| 40.00000 40.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0044 808-06712 99.000 m | 1.00000 99.00| 1.05000 103.95| 0.95000 94.04 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 760.000 m | 1.00000 760.00| 1.05000 798.00| 0.95000 722.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06716 855.000 m | 2.20000 1881.00| 2.10000 1795.50| 2.00000 1710.00 LINE, REMOVE | | | 0047 808-75996 5.000 EACH| 11.00000 55.00| 20.00000 100.00| 10.00000 50.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 5.000 EACH| 115.50000 577.50| 105.00000 525.00| 105.00000 525.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 313,032.03| $ 323,076.75| $ 341,538.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 313,032.03| $ 323,076.75| $ 341,538.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,714.04 ROUTE : SR 164 CALL ORDER : 320 CONTRACT ID : B -25090-A COUNTIES : DUBOIS LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-1618530 |RAGLE, 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 105-06790 9.000 MOS | 800.00000 7200.00| 1250.00000 11250.00| 1200.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1800.00000 1800.00| 2000.00000 2000.00| 2400.00000 2400.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17500.00000 17500.00| 17500.00000 17500.00| 19585.00000 19585.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 91.200 m2 | 20.00000 1824.00| 25.00000 2280.00| 35.00000 3192.00 PAVEMENT, REMOVE | | | 0005 202-02241 238.000 m | 8.00000 1904.00| 26.00000 6188.00| 8.00000 1904.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 25000.00000 25000.00| 23000.00000 23000.00| 29900.00000 29900.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 1400.000 m2 | 5.10000 7140.00| 2.50000 3500.00| 2.20000 3080.00 SURFACE MILLING, ASPHALT | | | 0008 202-60822 1016.000 m2 | 5.10000 5181.60| 2.10000 2133.60| 2.20000 2235.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 4.600 m3 | 43.00000 197.80| 75.00000 345.00| 50.00000 230.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 62.600 Mg | 19.00000 1189.40| 25.00000 1565.00| 23.00000 1439.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 384.000 m2 | 0.40000 153.60| 0.75000 288.00| 1.05000 403.20 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 1.000 EACH| 7800.00000 7800.00| 7800.00000 7800.00| 3000.00000 3000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 2.000 EACH| 3600.00000 7200.00| 3600.00000 7200.00| 4100.00000 8200.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 180.975 m | 42.00000 7600.95| 42.00000 7600.95| 50.00000 9048.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 177.000 m | 110.00000 19470.00| 75.00000 13275.00| 81.00000 14337.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 85.300 m | 115.00000 9809.50| 70.00000 5971.00| 78.00000 6653.40 TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 28.000 EACH| 6.00000 168.00| 7.00000 196.00| 10.00000 280.00 BARRIER DELINEATOR | | | 0019 610-05527 323.800 Mg | 100.00000 32380.00| 75.00000 24285.00| 80.00000 25904.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,714.04 ROUTE : SR 164 CALL ORDER : 320 CONTRACT ID : B -25090-A COUNTIES : DUBOIS LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-1618530 |RAGLE, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06257 174.000 m2 | 55.00000 9570.00| 75.00000 13050.00| 75.00000 13050.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 702-51005 8.200 m3 | 800.00000 6560.00| 950.00000 7790.00| 800.00000 6560.00 CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51863 982.000 EACH| 5.00000 4910.00| 6.00000 5892.00| 8.00000 7856.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-90976 2136.000 kg | 1.40000 2990.40| 1.50000 3204.00| 1.50000 3204.00 REINFORCING STEEL, GRADE 60 | | | 0024 703-96177 8706.000 kg | 1.50000 13059.00| 1.75000 15235.50| 1.70000 14800.20 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0025 703-97936 86.000 EACH| 12.00000 1032.00| 8.00000 688.00| 14.00000 1204.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0026 704-51002 18.500 m3 | 700.00000 12950.00| 1000.00000 18500.00| 875.00000 16187.50 CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-05732 4.000 EACH| 900.00000 3600.00| 1550.00000 6200.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0028 706-51025 154.200 m | 85.00000 13107.00| 150.00000 23130.00| 135.00000 20817.00 CONCRETE, C, RAILING | | | 0029 709-51821 LUMP| 2800.00000 2800.00| 2500.00000 2500.00| 3500.00000 3500.00 SURFACE SEAL | | | 0030 715-91361 14.800 m | 59.80000 885.04| 285.00000 4218.00| 30.00000 444.00 PIPE, PVC, 150 mm | | | 0031 722-51401 20.000 m2 | 170.00000 3400.00| 375.00000 7500.00| 230.00000 4600.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 1016.000 m2 | 50.00000 50800.00| 60.00000 60960.00| 70.00000 71120.00 BRIDGE DECK OVERLAY | | | 0033 722-51846 7.500 m3 | 395.00000 2962.50| 395.00000 2962.50| 395.00000 2962.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 150.000 m2 | 60.00000 9000.00| 75.00000 11250.00| 110.00000 16500.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 724-51925 29.600 m | 290.00000 8584.00| 375.00000 11100.00| 500.00000 14800.00 STRUCTURAL EXPANSION JOINT, SS | | | 0036 801-01428 7.400 m | 17.00000 125.80| 20.00000 148.00| 21.00000 155.40 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0037 801-01851 LUMP| 27000.00000 27000.00| 15000.00000 15000.00| 16000.00000 16000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 595.000 m | 0.90000 535.50| 1.50000 892.50| 1.00000 595.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 320 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,714.04 ROUTE : SR 164 CALL ORDER : 320 CONTRACT ID : B -25090-A COUNTIES : DUBOIS LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-1618530 |RAGLE, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06207 1495.000 m | 2.65000 3961.75| 3.00000 4485.00| 3.50000 5232.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06606 6.000 EACH| 95.00000 570.00| 85.00000 510.00| 225.00000 1350.00 BARRICADE, IIIB | | | 0041 801-06640 20.000 EACH| 63.00000 1260.00| 55.00000 1100.00| 80.00000 1600.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 1.000 EACH| 55.00000 55.00| 50.00000 50.00| 42.00000 42.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 13000.00000 13000.00 MAINTAINING TRAFFIC | | | 0044 808-06712 99.000 m | 0.89000 88.11| 1.20000 118.80| 1.00000 99.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 760.000 m | 0.89000 676.40| 1.20000 912.00| 1.00000 760.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06716 855.000 m | 1.15000 983.25| 1.10000 940.50| 2.25000 1923.75 LINE, REMOVE | | | 0047 808-75996 5.000 EACH| 8.00000 40.00| 15.00000 75.00| 8.00000 40.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 5.000 EACH| 220.00000 1100.00| 200.00000 1000.00| 110.00000 550.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 344,324.60| $ 363,489.35| $ 391,745.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 344,324.60| $ 363,489.35| $ 391,745.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 320 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,714.04 ROUTE : SR 164 CALL ORDER : 320 CONTRACT ID : B -25090-A COUNTIES : DUBOIS LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 800.00000 7200.00| 2095.00000 18855.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 13000.00000 13000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19650.00000 19650.00| 23000.00000 23000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 91.200 m2 | 47.00000 4286.40| 28.00000 2553.60| PAVEMENT, REMOVE | | | 0005 202-02241 238.000 m | 9.00000 2142.00| 13.50000 3213.00| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 30000.00000 30000.00| 28000.00000 28000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 1400.000 m2 | 3.65000 5110.00| 2.60000 3640.00| SURFACE MILLING, ASPHALT | | | 0008 202-60822 1016.000 m2 | 3.65000 3708.40| 2.80000 2844.80| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 4.600 m3 | 500.00000 2300.00| 49.00000 225.40| AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 62.600 Mg | 77.00000 4820.20| 27.00000 1690.20| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 384.000 m2 | 1.04000 399.36| 0.50000 192.00| ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1250.00000 5000.00| 1900.00000 7600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 1.000 EACH| 5000.00000 5000.00| 8900.00000 8900.00| ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 2.000 EACH| 4250.00000 8500.00| 4500.00000 9000.00| GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 180.975 m | 49.00000 8867.78| 47.00000 8505.83| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 177.000 m | 97.50000 17257.50| 118.00000 20886.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 85.300 m | 82.00000 6994.60| 112.00000 9553.60| TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 28.000 EACH| 15.00000 420.00| 17.00000 476.00| BARRIER DELINEATOR | | | 0019 610-05527 323.800 Mg | 107.00000 34646.60| 90.00000 29142.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 320 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,714.04 ROUTE : SR 164 CALL ORDER : 320 CONTRACT ID : B -25090-A COUNTIES : DUBOIS LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06257 174.000 m2 | 84.00000 14616.00| 64.00000 11136.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 702-51005 8.200 m3 | 1000.00000 8200.00| 1278.00000 10479.60| CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51863 982.000 EACH| 4.75000 4664.50| 14.00000 13748.00| FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-90976 2136.000 kg | 1.89000 4037.04| 1.60000 3417.60| REINFORCING STEEL, GRADE 60 | | | 0024 703-96177 8706.000 kg | 2.16000 18804.96| 1.92000 16715.52| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0025 703-97936 86.000 EACH| 17.00000 1462.00| 21.00000 1806.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0026 704-51002 18.500 m3 | 1000.00000 18500.00| 1125.00000 20812.50| CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-05732 4.000 EACH| 1085.00000 4340.00| 1360.00000 5440.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0028 706-51025 154.200 m | 124.00000 19120.80| 158.00000 24363.60| CONCRETE, C, RAILING | | | 0029 709-51821 LUMP| 3400.00000 3400.00| 4850.00000 4850.00| SURFACE SEAL | | | 0030 715-91361 14.800 m | 55.00000 814.00| 65.00000 962.00| PIPE, PVC, 150 mm | | | 0031 722-51401 20.000 m2 | 99.00000 1980.00| 380.00000 7600.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 1016.000 m2 | 61.00000 61976.00| 62.00000 62992.00| BRIDGE DECK OVERLAY | | | 0033 722-51846 7.500 m3 | 395.00000 2962.50| 395.00000 2962.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 150.000 m2 | 75.00000 11250.00| 185.00000 27750.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 724-51925 29.600 m | 370.00000 10952.00| 312.00000 9235.20| STRUCTURAL EXPANSION JOINT, SS | | | 0036 801-01428 7.400 m | 20.00000 148.00| 21.00000 155.40| TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0037 801-01851 LUMP| 15600.00000 15600.00| 23800.00000 23800.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 595.000 m | 0.96000 571.20| 1.80000 1071.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 320 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,714.04 ROUTE : SR 164 CALL ORDER : 320 CONTRACT ID : B -25090-A COUNTIES : DUBOIS LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06207 1495.000 m | 3.13000 4679.35| 3.20000 4784.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06606 6.000 EACH| 200.00000 1200.00| 105.00000 630.00| BARRICADE, IIIB | | | 0041 801-06640 20.000 EACH| 85.00000 1700.00| 67.00000 1340.00| CONSTRUCTION SIGN, A | | | 0042 801-06645 1.000 EACH| 55.00000 55.00| 78.00000 78.00| CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 11000.00000 11000.00| 19000.00000 19000.00| MAINTAINING TRAFFIC | | | 0044 808-06712 99.000 m | 0.96000 95.04| 0.90000 89.10| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 760.000 m | 0.96000 729.60| 0.90000 684.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06716 855.000 m | 2.08000 1778.40| 1.30000 1111.50| LINE, REMOVE | | | 0047 808-75996 5.000 EACH| 65.00000 325.00| 18.00000 90.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 5.000 EACH| 150.00000 750.00| 235.00000 1175.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 393,014.23| $ 469,555.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 393,014.23| $ 469,555.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,015.79 ROUTE : SR 37 CALL ORDER : 330 CONTRACT ID : B -25091-A COUNTIES : ORANGE LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0953027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 320,058.13 100.0000% 2 35-1663068 SIMS & PEDIGO COMPANY $ 342,183.09 106.9127% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 376,930.60 117.7694% 4 35-1801998 CLR, INC. $ 395,785.88 123.6606% 5 35-1310611 ROBERTSON, DUNCAN, INC. $ 404,268.04 126.3108% 6 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 412,413.31 128.8557% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 414,899.98 129.6326% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1663068 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SIMS & PEDIGO COMPANY |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 1000.00000 9000.00| 1400.00000 12600.00| 1250.00000 11250.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 18000.00000 18000.00| 18500.00000 18500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 445.300 m2 | 13.50000 6011.55| 40.00000 17812.00| 5.00000 2226.50 PAVEMENT, REMOVE | | | 0005 202-02241 128.000 m | 7.50000 960.00| 8.00000 1024.00| 19.00000 2432.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 24000.00000 24000.00| 20000.00000 20000.00| 33600.00000 33600.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 346.500 m2 | 6.75000 2338.88| 6.00000 2079.00| 6.00000 2079.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 60.000 m3 | 15.00000 900.00| 10.00000 600.00| 35.00000 2100.00 EXCAVATION, COMMON | | | 0009 211-02050 60.000 m3 | 30.00000 1800.00| 18.00000 1080.00| 40.00000 2400.00 B BORROW | | | 0010 303-52308 600.000 Mg | 15.00000 9000.00| 15.00000 9000.00| 19.00000 11400.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 402-05481 90.700 Mg | 69.00000 6258.30| 135.00000 12244.50| 45.00000 4081.50 HMA BASE 25.0 mm, SHOULDER | | | 0012 405-05517 0.800 Mg | 400.00000 320.00| 375.00000 300.00| 300.00000 240.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,015.79 ROUTE : SR 37 CALL ORDER : 330 CONTRACT ID : B -25091-A COUNTIES : ORANGE LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1663068 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SIMS & PEDIGO COMPANY |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 406-05521 1432.000 m2 | 0.75000 1074.00| 0.70000 1002.40| 0.50000 716.00 ASPHALT FOR TACK COAT | | | 0014 601-04746 1.000 EACH| 5000.00000 5000.00| 8239.00000 8239.00| 6100.00000 6100.00 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-94689 4.000 EACH| 3400.00000 13600.00| 3531.00000 14124.00| 3195.00000 12780.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 266.700 m | 33.50000 8934.45| 41.73000 11129.39| 30.50000 8134.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 79.300 m | 57.50000 4559.75| 60.00000 4758.00| 75.00000 5947.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 109.800 m | 55.00000 6039.00| 60.00000 6588.00| 70.00000 7686.00 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 16.000 EACH| 8.00000 128.00| 8.00000 128.00| 7.00000 112.00 BARRIER DELINEATOR | | | 0020 610-05527 415.600 Mg | 75.00000 31170.00| 90.00000 37404.00| 65.00000 27014.00 HMA FOR APPROACHES | | | 0021 610-06257 163.700 m2 | 55.00000 9003.50| 50.00000 8185.00| 85.00000 13914.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 714.000 m2 | 3.00000 2142.00| 4.00000 2856.00| 2.50000 1785.00 GEOTEXTILES | | | 0023 616-06405 606.000 Mg | 16.00000 9696.00| 18.00000 10908.00| 30.00000 18180.00 RIPRAP, REVETMENT | | | 0024 702-51110 523.000 kg | 5.25000 2745.75| 6.00000 3138.00| 7.50000 3922.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0025 702-93722 162.000 m3 | 320.00000 51840.00| 120.00000 19440.00| 500.00000 81000.00 CONCRETE, C | | | 0026 703-96177 19920.000 kg | 1.35000 26892.00| 1.60000 31872.00| 1.40000 27888.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0027 703-97936 346.000 EACH| 9.50000 3287.00| 12.00000 4152.00| 7.50000 2595.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 706-05732 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1650.00000 6600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 96.900 m | 135.00000 13081.50| 130.00000 12597.00| 150.00000 14535.00 CONCRETE, C, RAILING | | | 0030 708-51813 4.700 m2 | 600.00000 2820.00| 900.00000 4230.00| 1000.00000 4700.00 PNEUMATICALLY PLACED MORTAR | | | 0031 708-51814 3.500 m2 | 20.00000 70.00| 60.00000 210.00| 100.00000 350.00 WELDED STEEL WIRE FABRIC | | | 0032 709-51821 LUMP| 6400.00000 6400.00| 3043.00000 3043.00| 6000.00000 6000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,015.79 ROUTE : SR 37 CALL ORDER : 330 CONTRACT ID : B -25091-A COUNTIES : ORANGE LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1663068 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SIMS & PEDIGO COMPANY |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-91361 3.300 m | 50.00000 165.00| 100.00000 330.00| 500.00000 1650.00 PIPE, PVC, 150 mm | | | 0034 801-01428 7.400 m | 24.00000 177.60| 22.00000 162.80| 20.00000 148.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0035 801-01851 LUMP| 15000.00000 15000.00| 16000.00000 16000.00| 15000.00000 15000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0036 801-06203 437.000 m | 1.50000 655.50| 2.50000 1092.50| 1.10000 480.70 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0037 801-06207 1337.000 m | 3.20000 4278.40| 3.25000 4345.25| 3.00000 4011.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06606 2.000 EACH| 200.00000 400.00| 160.50000 321.00| 100.00000 200.00 BARRICADE, IIIB | | | 0039 801-06640 19.000 EACH| 110.00000 2090.00| 95.25000 1809.75| 75.00000 1425.00 CONSTRUCTION SIGN, A | | | 0040 801-06645 1.000 EACH| 50.00000 50.00| 54.00000 54.00| 40.00000 40.00 CONSTRUCTION SIGN, B | | | 0041 801-06775 LUMP| 8750.00000 8750.00| 25000.00000 25000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0042 808-06712 75.000 m | 1.10000 82.50| 1.25000 93.75| 1.50000 112.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 597.000 m | 1.10000 656.70| 1.25000 746.25| 1.50000 895.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06716 347.000 m | 2.25000 780.75| 1.50000 520.50| 1.15000 399.05 LINE, REMOVE | | | 0045 601-01522 4.000 EACH| 1250.00000 5000.00| 1391.00000 5564.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | SECTION TOTALS | $ 320,058.13| $ 342,183.09| $ 376,930.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 320,058.13| $ 342,183.09| $ 376,930.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,015.79 ROUTE : SR 37 CALL ORDER : 330 CONTRACT ID : B -25091-A COUNTIES : ORANGE LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1310611 |(6) 35-0906416 |CLR, INC. |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 885.00000 7965.00| 1250.00000 11250.00| 1227.79000 11050.11 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 900.00000 900.00| 2500.00000 2500.00| 3645.95000 3645.95 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19500.00000 19500.00| 20000.00000 20000.00| 20620.67000 20620.67 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 445.300 m2 | 6.00000 2671.80| 30.00000 13359.00| 25.88000 11524.36 PAVEMENT, REMOVE | | | 0005 202-02241 128.000 m | 7.00000 896.00| 10.00000 1280.00| 19.82000 2536.96 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 33500.00000 33500.00| 40000.00000 40000.00| 54534.74000 54534.74 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 346.500 m2 | 7.00000 2425.50| 7.00000 2425.50| 10.27000 3558.56 SURFACE MILLING, ASPHALT | | | 0008 203-02000 60.000 m3 | 59.00000 3540.00| 10.00000 600.00| 44.29000 2657.40 EXCAVATION, COMMON | | | 0009 211-02050 60.000 m3 | 70.00000 4200.00| 30.00000 1800.00| 43.89000 2633.40 B BORROW | | | 0010 303-52308 600.000 Mg | 18.00000 10800.00| 15.00000 9000.00| 20.61000 12366.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 402-05481 90.700 Mg | 69.50000 6303.65| 70.40000 6385.28| 67.75000 6144.93 HMA BASE 25.0 mm, SHOULDER | | | 0012 405-05517 0.800 Mg | 600.00000 480.00| 412.50000 330.00| 396.17000 316.94 ASPHALT FOR PRIME COAT | | | 0013 406-05521 1432.000 m2 | 0.70000 1002.40| 0.70000 1002.40| 0.68000 973.76 ASPHALT FOR TACK COAT | | | 0014 601-04746 1.000 EACH| 5100.00000 5100.00| 5280.00000 5280.00| 6354.37000 6354.37 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-94689 4.000 EACH| 4325.00000 17300.00| 4235.00000 16940.00| 3328.23000 13312.92 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 266.700 m | 46.25000 12334.88| 47.80000 12748.26| 31.79000 8478.39 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 79.300 m | 135.00000 10705.50| 75.00000 5947.50| 64.30000 5098.99 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 109.800 m | 72.00000 7905.60| 75.00000 8235.00| 59.97000 6584.71 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 16.000 EACH| 20.00000 320.00| 10.00000 160.00| 8.33000 133.28 BARRIER DELINEATOR | | | 0020 610-05527 415.600 Mg | 98.00000 40728.80| 70.40000 29258.24| 67.75000 28156.90 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,015.79 ROUTE : SR 37 CALL ORDER : 330 CONTRACT ID : B -25091-A COUNTIES : ORANGE LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1310611 |(6) 35-0906416 |CLR, INC. |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-06257 163.700 m2 | 95.00000 15551.50| 75.00000 12277.50| 80.72000 13213.86 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 714.000 m2 | 8.50000 6069.00| 3.00000 2142.00| 3.38000 2413.32 GEOTEXTILES | | | 0023 616-06405 606.000 Mg | 30.10000 18240.60| 20.00000 12120.00| 14.69000 8902.14 RIPRAP, REVETMENT | | | 0024 702-51110 523.000 kg | 14.00000 7322.00| 7.00000 3661.00| 6.55000 3425.65 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0025 702-93722 162.000 m3 | 400.00000 64800.00| 500.00000 81000.00| 410.58000 66513.96 CONCRETE, C | | | 0026 703-96177 19920.000 kg | 1.25000 24900.00| 1.30000 25896.00| 1.76000 35059.20 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0027 703-97936 346.000 EACH| 12.50000 4325.00| 10.00000 3460.00| 11.85000 4100.10 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 706-05732 4.000 EACH| 900.00000 3600.00| 1000.00000 4000.00| 1250.04000 5000.16 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 96.900 m | 140.00000 13566.00| 125.00000 12112.50| 143.54000 13909.03 CONCRETE, C, RAILING | | | 0030 708-51813 4.700 m2 | 1749.00000 8220.30| 500.00000 2350.00| 1154.97000 5428.36 PNEUMATICALLY PLACED MORTAR | | | 0031 708-51814 3.500 m2 | 92.00000 322.00| 50.00000 175.00| 33.69000 117.92 WELDED STEEL WIRE FABRIC | | | 0032 709-51821 LUMP| 6500.00000 6500.00| 7000.00000 7000.00| 6562.71000 6562.71 SURFACE SEAL | | | 0033 715-91361 3.300 m | 60.00000 198.00| 100.00000 330.00| 108.07000 356.63 PIPE, PVC, 150 mm | | | 0034 801-01428 7.400 m | 21.00000 155.40| 21.65000 160.21| 10.27000 76.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0035 801-01851 LUMP| 16000.00000 16000.00| 25000.00000 25000.00| 15625.50000 15625.50 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0036 801-06203 437.000 m | 0.95000 415.15| 1.00000 437.00| 2.40000 1048.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0037 801-06207 1337.000 m | 3.10000 4144.70| 3.25000 4345.25| 3.25000 4345.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06606 2.000 EACH| 280.00000 560.00| 220.00000 440.00| 156.26000 312.52 BARRICADE, IIIB | | | 0039 801-06640 19.000 EACH| 125.00000 2375.00| 110.00000 2090.00| 93.75000 1781.25 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,015.79 ROUTE : SR 37 CALL ORDER : 330 CONTRACT ID : B -25091-A COUNTIES : ORANGE LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1310611 |(6) 35-0906416 |CLR, INC. |ROBERTSON, DUNCAN, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06645 1.000 EACH| 75.00000 75.00| 55.00000 55.00| 52.09000 52.09 CONSTRUCTION SIGN, B | | | 0041 801-06775 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 17213.54000 17213.54 MAINTAINING TRAFFIC | | | 0042 808-06712 75.000 m | 0.95000 71.25| 1.00000 75.00| 1.18000 88.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 597.000 m | 0.95000 567.15| 1.00000 597.00| 1.18000 704.46 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06716 347.000 m | 2.10000 728.70| 2.20000 763.40| 1.38000 478.86 LINE, REMOVE | | | 0045 601-01522 4.000 EACH| 1250.00000 5000.00| 1320.00000 5280.00| 1250.04000 5000.16 GUARDRAIL TRANSITION TYPE TGB | | | SECTION TOTALS | $ 395,785.88| $ 404,268.04| $ 412,413.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 395,785.88| $ 404,268.04| $ 412,413.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 330 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,015.79 ROUTE : SR 37 CALL ORDER : 330 CONTRACT ID : B -25091-A COUNTIES : ORANGE LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 1100.00000 9900.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4500.00000 4500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20743.00000 20743.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 445.300 m2 | 7.00000 3117.10| | PAVEMENT, REMOVE | | | 0005 202-02241 128.000 m | 24.26000 3105.28| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 35240.00000 35240.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 346.500 m2 | 9.00000 3118.50| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 60.000 m3 | 19.00000 1140.00| | EXCAVATION, COMMON | | | 0009 211-02050 60.000 m3 | 35.00000 2100.00| | B BORROW | | | 0010 303-52308 600.000 Mg | 18.00000 10800.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 402-05481 90.700 Mg | 65.00000 5895.50| | HMA BASE 25.0 mm, SHOULDER | | | 0012 405-05517 0.800 Mg | 400.00000 320.00| | ASPHALT FOR PRIME COAT | | | 0013 406-05521 1432.000 m2 | 0.70000 1002.40| | ASPHALT FOR TACK COAT | | | 0014 601-04746 1.000 EACH| 2300.00000 2300.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-94689 4.000 EACH| 3900.00000 15600.00| | GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 266.700 m | 42.00000 11201.40| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 79.300 m | 90.00000 7137.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 109.800 m | 75.00000 8235.00| | TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 16.000 EACH| 10.50000 168.00| | BARRIER DELINEATOR | | | 0020 610-05527 415.600 Mg | 67.00000 27845.20| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 330 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,015.79 ROUTE : SR 37 CALL ORDER : 330 CONTRACT ID : B -25091-A COUNTIES : ORANGE LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-06257 163.700 m2 | 84.00000 13750.80| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 714.000 m2 | 5.00000 3570.00| | GEOTEXTILES | | | 0023 616-06405 606.000 Mg | 25.75000 15604.50| | RIPRAP, REVETMENT | | | 0024 702-51110 523.000 kg | 10.00000 5230.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0025 702-93722 162.000 m3 | 600.00000 97200.00| | CONCRETE, C | | | 0026 703-96177 19920.000 kg | 1.20000 23904.00| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0027 703-97936 346.000 EACH| 12.00000 4152.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 96.900 m | 131.00000 12693.90| | CONCRETE, C, RAILING | | | 0030 708-51813 4.700 m2 | 1125.00000 5287.50| | PNEUMATICALLY PLACED MORTAR | | | 0031 708-51814 3.500 m2 | 47.00000 164.50| | WELDED STEEL WIRE FABRIC | | | 0032 709-51821 LUMP| 6300.00000 6300.00| | SURFACE SEAL | | | 0033 715-91361 3.300 m | 150.00000 495.00| | PIPE, PVC, 150 mm | | | 0034 801-01428 7.400 m | 21.00000 155.40| | TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0035 801-01851 LUMP| 15500.00000 15500.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0036 801-06203 437.000 m | 2.30000 1005.10| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0037 801-06207 1337.000 m | 3.10000 4144.70| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06606 2.000 EACH| 160.00000 320.00| | BARRICADE, IIIB | | | 0039 801-06640 19.000 EACH| 90.00000 1710.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 330 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,015.79 ROUTE : SR 37 CALL ORDER : 330 CONTRACT ID : B -25091-A COUNTIES : ORANGE LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06645 1.000 EACH| 52.00000 52.00| | CONSTRUCTION SIGN, B | | | 0041 801-06775 LUMP| 18000.00000 18000.00| | MAINTAINING TRAFFIC | | | 0042 808-06712 75.000 m | 1.20000 90.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 597.000 m | 1.20000 716.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06716 347.000 m | 1.40000 485.80| | LINE, REMOVE | | | 0045 601-01522 4.000 EACH| 1525.00000 6100.00| | GUARDRAIL TRANSITION TYPE TGB | | | SECTION TOTALS | $ 414,899.98| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,899.98| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 369,674.10 ROUTE : SR 48 CALL ORDER : 340 CONTRACT ID : B -25109-A COUNTIES : SULLIVAN LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4877011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 327,181.62 100.0000% 2 35-1663068 SIMS & PEDIGO COMPANY CONDITIONAL $ 331,233.73 101.2384% 3 35-1801998 CLR, INC. $ 359,399.57 109.8471% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 364,700.00 111.4671% 5 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 424,347.41 129.6978% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1663068 |(3) 35-1801998 |RAGLE, INC. |SIMS & PEDIGO COMPANY |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 800.00000 6400.00| 1400.00000 11200.00| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1800.00000 1800.00| 1000.00000 1000.00| 2700.00000 2700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 15900.00000 15900.00| 17990.00000 17990.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 104.200 m | 8.00000 833.60| 8.00000 833.60| 20.00000 2084.00 GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 25000.00000 25000.00| 22000.00000 22000.00| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 1042.000 m2 | 6.00000 6252.00| 5.75000 5991.50| 2.95000 3073.90 SURFACE MILLING, ASPHALT | | | 0007 202-60822 662.000 m2 | 6.00000 3972.00| 5.75000 3806.50| 5.50000 3641.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 211-06467 10.000 m3 | 43.00000 430.00| 25.00000 250.00| 195.00000 1950.00 AGGREGATE FOR END BENT BACKFILL | | | 0009 303-52308 94.100 Mg | 24.00000 2258.40| 25.00000 2352.50| 75.00000 7057.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 406-05521 368.000 m2 | 0.80000 294.40| 0.88000 323.84| 0.82000 301.76 ASPHALT FOR TACK COAT | | | 0011 601-01128 4.000 EACH| 1000.00000 4000.00| 1070.00000 4280.00| 1015.00000 4060.00 GUARDRAIL TRANSITION TYPE WGB | | | 0012 601-01701 1.000 EACH| 1650.00000 1650.00| 1765.00000 1765.00| 1682.00000 1682.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 369,674.10 ROUTE : SR 48 CALL ORDER : 340 CONTRACT ID : B -25109-A COUNTIES : SULLIVAN LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1663068 |(3) 35-1801998 |RAGLE, INC. |SIMS & PEDIGO COMPANY |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-04746 1.000 EACH| 8400.00000 8400.00| 8988.00000 8988.00| 8560.00000 8560.00 ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 3.000 EACH| 3300.00000 9900.00| 3531.00000 10593.00| 3575.00000 10725.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 182.880 m | 33.00000 6035.04| 35.31000 6457.49| 33.65000 6153.91 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 165.600 m | 115.00000 19044.00| 70.00000 11592.00| 95.00000 15732.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 59.100 m | 110.00000 6501.00| 70.00000 4137.00| 94.00000 5555.40 TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 18.000 EACH| 6.00000 108.00| 10.70000 192.60| 18.00000 324.00 BARRIER DELINEATOR | | | 0019 610-05527 369.900 Mg | 95.00000 35140.50| 110.00000 40689.00| 89.00000 32921.10 HMA FOR APPROACHES | | | 0020 610-06257 260.400 m2 | 55.00000 14322.00| 48.00000 12499.20| 67.50000 17577.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 702-51005 11.400 m3 | 800.00000 9120.00| 480.00000 5472.00| 779.00000 8880.60 CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51863 608.000 EACH| 5.00000 3040.00| 5.00000 3040.00| 4.75000 2888.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-90976 3513.000 kg | 1.40000 4918.20| 1.65000 5796.45| 1.70000 5972.10 REINFORCING STEEL, GRADE 60 | | | 0024 703-96177 7089.000 kg | 1.55000 10987.95| 1.65000 11696.85| 1.75000 12405.75 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0025 703-97936 108.000 EACH| 11.00000 1188.00| 12.00000 1296.00| 13.25000 1431.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0026 704-51002 16.700 m3 | 700.00000 11690.00| 500.00000 8350.00| 900.00000 15030.00 CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-05733 4.000 EACH| 900.00000 3600.00| 1100.00000 4400.00| 1075.00000 4300.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0028 706-51025 99.000 m | 95.00000 9405.00| 135.00000 13365.00| 149.00000 14751.00 CONCRETE, C, RAILING | | | 0029 709-51821 LUMP| 3500.00000 3500.00| 2793.00000 2793.00| 3500.00000 3500.00 SURFACE SEAL | | | 0030 715-91361 9.000 m | 110.00000 990.00| 40.00000 360.00| 91.00000 819.00 PIPE, PVC, 150 mm | | | 0031 722-51401 30.000 m2 | 170.00000 5100.00| 216.00000 6480.00| 130.00000 3900.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 662.000 m2 | 57.00000 37734.00| 55.00000 36410.00| 58.50000 38727.00 BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 369,674.10 ROUTE : SR 48 CALL ORDER : 340 CONTRACT ID : B -25109-A COUNTIES : SULLIVAN LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1663068 |(3) 35-1801998 |RAGLE, INC. |SIMS & PEDIGO COMPANY |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 722-51846 5.000 m3 | 395.00000 1975.00| 395.00000 1975.00| 395.00000 1975.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 100.000 m2 | 60.00000 6000.00| 112.00000 11200.00| 100.00000 10000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 724-51925 31.300 m | 290.00000 9077.00| 210.00000 6573.00| 250.00000 7825.00 STRUCTURAL EXPANSION JOINT, SS | | | 0036 801-01428 7.200 m | 16.00000 115.20| 21.00000 151.20| 30.00000 216.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0037 801-01851 LUMP| 28000.00000 28000.00| 16000.00000 16000.00| 17400.00000 17400.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 510.000 m | 0.90000 459.00| 1.50000 765.00| 1.20000 612.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 1410.000 m | 2.65000 3736.50| 3.80000 5358.00| 3.17000 4469.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06606 2.000 EACH| 120.00000 240.00| 124.00000 248.00| 120.00000 240.00 BARRICADE, IIIB | | | 0041 801-06640 20.000 EACH| 100.00000 2000.00| 109.00000 2180.00| 125.00000 2500.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 2.000 EACH| 35.00000 70.00| 39.00000 78.00| 75.00000 150.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 4000.00000 4000.00| 20000.00000 20000.00| 9300.00000 9300.00 MAINTAINING TRAFFIC | | | 0044 808-06712 87.500 m | 0.75000 65.63| 1.00000 87.50| 0.76000 66.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 700.000 m | 0.50000 350.00| 0.75000 525.00| 0.51000 357.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 150.000 m | 0.50000 75.00| 0.75000 112.50| 0.51000 76.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-06716 655.000 m | 1.64000 1074.20| 2.00000 1310.00| 1.67000 1093.85 LINE, REMOVE | | | 0048 808-75996 3.000 EACH| 10.00000 30.00| 10.00000 30.00| 125.00000 375.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 3.000 EACH| 100.00000 300.00| 110.00000 330.00| 150.00000 450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 327,181.62| $ 331,233.73| $ 359,399.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,181.62| $ 331,233.73| $ 359,399.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 369,674.10 ROUTE : SR 48 CALL ORDER : 340 CONTRACT ID : B -25109-A COUNTIES : SULLIVAN LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 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 REHABILITATION | | | 0001 105-06790 8.000 MOS | 1250.00000 10000.00| 1200.00000 9600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 1400.00000 1400.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 21217.00000 21217.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 104.200 m | 21.00000 2188.20| 22.00000 2292.40| GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 29416.12000 29416.12| 38400.00000 38400.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 1042.000 m2 | 5.00000 5210.00| 3.20000 3334.40| SURFACE MILLING, ASPHALT | | | 0007 202-60822 662.000 m2 | 5.00000 3310.00| 3.20000 2118.40| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 211-06467 10.000 m3 | 75.00000 750.00| 40.00000 400.00| AGGREGATE FOR END BENT BACKFILL | | | 0009 303-52308 94.100 Mg | 30.00000 2823.00| 30.00000 2823.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 406-05521 368.000 m2 | 0.80000 294.40| 1.40000 515.20| ASPHALT FOR TACK COAT | | | 0011 601-01128 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| GUARDRAIL TRANSITION TYPE WGB | | | 0012 601-01701 1.000 EACH| 1650.00000 1650.00| 1800.00000 1800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0013 601-04746 1.000 EACH| 8400.00000 8400.00| 3000.00000 3000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 3.000 EACH| 3300.00000 9900.00| 3500.00000 10500.00| GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 182.880 m | 33.00000 6035.04| 36.00000 6583.68| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 165.600 m | 80.00000 13248.00| 110.00000 18216.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 59.100 m | 75.00000 4432.50| 95.00000 5614.50| TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 18.000 EACH| 10.00000 180.00| 11.00000 198.00| BARRIER DELINEATOR | | | 0019 610-05527 369.900 Mg | 89.36000 33054.26| 154.00000 56964.60| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 369,674.10 ROUTE : SR 48 CALL ORDER : 340 CONTRACT ID : B -25109-A COUNTIES : SULLIVAN LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06257 260.400 m2 | 75.00000 19530.00| 75.00000 19530.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 702-51005 11.400 m3 | 1000.00000 11400.00| 950.00000 10830.00| CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51863 608.000 EACH| 7.00000 4256.00| 12.00000 7296.00| FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-90976 3513.000 kg | 1.75000 6147.75| 1.30000 4566.90| REINFORCING STEEL, GRADE 60 | | | 0024 703-96177 7089.000 kg | 1.85000 13114.65| 1.40000 9924.60| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0025 703-97936 108.000 EACH| 8.00000 864.00| 16.00000 1728.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0026 704-51002 16.700 m3 | 800.00000 13360.00| 1200.00000 20040.00| CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-05733 4.000 EACH| 1500.00000 6000.00| 1250.00000 5000.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0028 706-51025 99.000 m | 150.00000 14850.00| 145.00000 14355.00| CONCRETE, C, RAILING | | | 0029 709-51821 LUMP| 2600.00000 2600.00| 3000.00000 3000.00| SURFACE SEAL | | | 0030 715-91361 9.000 m | 300.00000 2700.00| 140.00000 1260.00| PIPE, PVC, 150 mm | | | 0031 722-51401 30.000 m2 | 375.00000 11250.00| 180.00000 5400.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 662.000 m2 | 75.00000 49650.00| 85.00000 56270.00| BRIDGE DECK OVERLAY | | | 0033 722-51846 5.000 m3 | 395.00000 1975.00| 395.00000 1975.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 100.000 m2 | 75.00000 7500.00| 100.00000 10000.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 724-51925 31.300 m | 400.00000 12520.00| 550.00000 17215.00| STRUCTURAL EXPANSION JOINT, SS | | | 0036 801-01428 7.200 m | 18.66000 134.35| 20.00000 144.00| TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0037 801-01851 LUMP| 18750.00000 18750.00| 16000.00000 16000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 510.000 m | 1.18000 601.80| 1.30000 663.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 340 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 369,674.10 ROUTE : SR 48 CALL ORDER : 340 CONTRACT ID : B -25109-A COUNTIES : SULLIVAN LETTING DATE : 11/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06207 1410.000 m | 3.11000 4385.10| 3.50000 4935.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06606 2.000 EACH| 120.00000 240.00| 140.00000 280.00| BARRICADE, IIIB | | | 0041 801-06640 20.000 EACH| 100.00000 2000.00| 110.00000 2200.00| CONSTRUCTION SIGN, A | | | 0042 801-06645 2.000 EACH| 35.00000 70.00| 40.00000 80.00| CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 3000.00000 3000.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0044 808-06712 87.500 m | 0.75000 65.63| 0.90000 78.73| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 700.000 m | 0.50000 350.00| 0.55000 385.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 150.000 m | 0.50000 75.00| 0.55000 82.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-06716 655.000 m | 1.64000 1074.20| 2.00000 1310.00| LINE, REMOVE | | | 0048 808-75996 3.000 EACH| 15.00000 45.00| 30.50000 91.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 3.000 EACH| 100.00000 300.00| 110.00000 330.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 364,700.00| $ 424,347.41| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 364,700.00| $ 424,347.41| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,698.54 ROUTE : SR 49 CALL ORDER : 350 CONTRACT ID : B -25110-A COUNTIES : PORTER LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4364007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 334,714.64 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 340,493.19 101.7264% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 347,773.35 103.9014% 4 35-1523985 WIRTZ & YATES, INC. $ 353,130.32 105.5019% 5 35-1339168 LAPORTE CONSTRUCTION CO $ 388,779.87 116.1526% 6 35-1386990 ISOM, JACK CONSTRUCTION CO $ 402,387.69 120.2181% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 2000.00000 8000.00| 600.00000 2400.00| 2372.50000 9490.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 3500.00000 3500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 233.000 m2 | 15.00000 3495.00| 25.00000 5825.00| 25.00000 5825.00 PAVEMENT, REMOVE | | | 0005 202-02241 160.000 m | 13.00000 2080.00| 7.00000 1120.00| 13.00000 2080.00 GUARDRAIL, REMOVE | | | 0006 202-51133 66.000 m | 12.00000 792.00| 13.00000 858.00| 10.00000 660.00 RAILING, REMOVE | | | 0007 202-51328 LUMP| 58547.07000 58547.07| 36000.00000 36000.00| 36000.00000 36000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 1703.000 m2 | 5.00000 8515.00| 4.50000 7663.50| 5.00000 8515.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 422.600 m2 | 7.00000 2958.20| 5.50000 2324.30| 7.50000 3169.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 203-02000 236.000 m3 | 20.00000 4720.00| 22.00000 5192.00| 30.00000 7080.00 EXCAVATION, COMMON | | | 0011 303-09119 2.400 Mg | 40.00000 96.00| 130.00000 312.00| 81.28000 195.07 COMPACTED AGGREGATE FOR BASE, 0, 2 | | | 0012 402-05477 107.000 Mg | 65.00000 6955.00| 80.00000 8560.00| 75.00000 8025.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,698.54 ROUTE : SR 49 CALL ORDER : 350 CONTRACT ID : B -25110-A COUNTIES : PORTER LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05481 410.000 Mg | 45.00000 18450.00| 55.00000 22550.00| 51.00000 20910.00 HMA BASE 25.0 mm, SHOULDER | | | 0014 402-05486 156.000 Mg | 50.00000 7800.00| 65.00000 10140.00| 60.00000 9360.00 HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0015 402-05490 112.000 Mg | 65.00000 7280.00| 82.00000 9184.00| 75.00000 8400.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0016 405-05517 1.000 Mg | 550.00000 550.00| 700.00000 700.00| 635.00000 635.00 ASPHALT FOR PRIME COAT | | | 0017 406-05520 2.000 Mg | 200.00000 400.00| 250.00000 500.00| 220.00000 440.00 ASPHALT FOR TACK COAT | | | 0018 601-01522 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01700 1.000 EACH| 1700.00000 1700.00| 1800.00000 1800.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-01740 1.000 EACH| 1700.00000 1700.00| 1800.00000 1800.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0021 601-04746 2.000 EACH| 5900.00000 11800.00| 5000.00000 10000.00| 5900.00000 11800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-94689 2.000 EACH| 3200.00000 6400.00| 3500.00000 7000.00| 3200.00000 6400.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 2200.00000 2200.00| 2300.00000 2300.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 210.000 m | 34.00000 7140.00| 36.50000 7665.00| 34.00000 7140.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06639 123.000 m | 60.00000 7380.00| 100.00000 12300.00| 60.00000 7380.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06729 4.000 EACH| 10.00000 40.00| 7.80000 31.20| 10.00000 40.00 BARRIER DELINEATOR | | | 0027 610-06257 230.400 m2 | 48.00000 11059.20| 56.00000 12902.40| 42.28000 9741.31 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 616-02320 93.000 m2 | 4.00000 372.00| 6.50000 604.50| 5.00000 465.00 GEOTEXTILES | | | 0029 616-06405 221.000 Mg | 30.00000 6630.00| 25.00000 5525.00| 25.00000 5525.00 RIPRAP, REVETMENT | | | 0030 619-05926 LUMP| 1200.00000 1200.00| 1000.00000 1000.00| 1200.00000 1200.00 ENVIRONMENTAL CONTROL | | | 0032 621-01004 1.000 EACH| 400.00000 400.00| 450.00000 450.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,698.54 ROUTE : SR 49 CALL ORDER : 350 CONTRACT ID : B -25110-A COUNTIES : PORTER LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 702-04433 14.000 EACH| 60.00000 840.00| 75.00000 1050.00| 48.20000 674.80 FLOOR DRAIN, PVC, 150 mm | | | 0035 702-51863 414.000 EACH| 10.00000 4140.00| 9.00000 3726.00| 8.00000 3312.00 FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-06029 9919.000 kg | 1.60000 15870.40| 1.80000 17854.20| 1.47000 14580.93 REINFORCING BARS, EPOXY COATED | | | 0037 704-51002 27.000 m3 | 1000.00000 27000.00| 625.00000 16875.00| 850.00000 22950.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1000.00000 4000.00| 1300.00000 5200.00| 1091.83000 4367.32 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51020 11.600 m3 | 700.00000 8120.00| 625.00000 7250.00| 562.00000 6519.20 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 3400.00000 3400.00| 4500.00000 4500.00| 3402.60000 3402.60 SURFACE SEAL | | | 0041 722-51842 439.200 m2 | 45.00000 19764.00| 58.00000 25473.60| 80.00000 35136.00 BRIDGE DECK OVERLAY | | | 0042 722-51846 2.070 m3 | 395.00000 817.65| 395.00000 817.65| 395.00000 817.65 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 20.000 m2 | 165.00000 3300.00| 125.00000 2500.00| 122.92000 2458.40 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 801-06207 870.000 m | 3.05000 2653.50| 2.90000 2523.00| 3.05000 2653.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06216 11.200 m | 6.50000 72.80| 16.00000 179.20| 6.50000 72.80 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0046 801-06640 25.000 EACH| 59.00000 1475.00| 85.00000 2125.00| 59.00000 1475.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 4.000 EACH| 30.00000 120.00| 20.00000 80.00| 30.00000 120.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 3000.00000 3000.00| 11200.00000 11200.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0049 801-53072 LUMP| 12000.00000 12000.00| 17500.00000 17500.00| 15960.00000 15960.00 TEMPORARY TRAFFIC SIGNAL | | | 0050 801-97643 37.200 m | 21.75000 809.10| 9.20000 342.24| 21.75000 809.10 TEMPORARY BUZZ STRIPS | | | 0051 808-75051 518.000 m | 2.70000 1398.60| 3.00000 1554.00| 2.70000 1398.60 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0052 808-75054 518.000 m | 2.70000 1398.60| 3.00000 1554.00| 2.70000 1398.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 350 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,698.54 ROUTE : SR 49 CALL ORDER : 350 CONTRACT ID : B -25110-A COUNTIES : PORTER LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 303-52308 30.000 Mg | 30.00000 900.00| 28.00000 840.00| 50.00000 1500.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0054 619-04981 LUMP| 10800.00000 10800.00| 11000.00000 11000.00| 14015.45000 14015.45 CLEAN AND PAINT | | | 0055 621-06559 304.000 m2 | 2.88000 875.52| 3.10000 942.40| 2.88000 875.52 MULCHED SEEDING, R | | | SECTION TOTALS | $ 334,714.64| $ 340,493.19| $ 347,773.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 334,714.64| $ 340,493.19| $ 347,773.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 350 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,698.54 ROUTE : SR 49 CALL ORDER : 350 CONTRACT ID : B -25110-A COUNTIES : PORTER LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1339168 |(6) 35-1386990 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 2646.52000 10586.08| 1800.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 3281.99000 3281.99| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 19400.41000 19400.41| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 233.000 m2 | 18.00000 4194.00| 21.78000 5074.74| 40.00000 9320.00 PAVEMENT, REMOVE | | | 0005 202-02241 160.000 m | 15.00000 2400.00| 13.00000 2080.00| 28.00000 4480.00 GUARDRAIL, REMOVE | | | 0006 202-51133 66.000 m | 26.00000 1716.00| 6.12000 403.92| 22.00000 1452.00 RAILING, REMOVE | | | 0007 202-51328 LUMP| 25000.00000 25000.00| 62007.48000 62007.48| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 1703.000 m2 | 5.00000 8515.00| 3.83000 6522.49| 6.50000 11069.50 SURFACE MILLING, ASPHALT | | | 0009 202-60822 422.600 m2 | 5.00000 2113.00| 9.96000 4209.10| 6.00000 2535.60 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 203-02000 236.000 m3 | 13.09000 3089.24| 11.59000 2735.24| 16.00000 3776.00 EXCAVATION, COMMON | | | 0011 303-09119 2.400 Mg | 50.00000 120.00| 117.04000 280.90| 90.00000 216.00 COMPACTED AGGREGATE FOR BASE, 0, 2 | | | 0012 402-05477 107.000 Mg | 85.00000 9095.00| 75.00000 8025.00| 87.00000 9309.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05481 410.000 Mg | 80.00000 32800.00| 78.54000 32201.40| 59.00000 24190.00 HMA BASE 25.0 mm, SHOULDER | | | 0014 402-05486 156.000 Mg | 72.00000 11232.00| 60.00000 9360.00| 66.00000 10296.00 HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0015 402-05490 112.000 Mg | 85.00000 9520.00| 75.00000 8400.00| 90.00000 10080.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0016 405-05517 1.000 Mg | 750.00000 750.00| 635.00000 635.00| 1000.00000 1000.00 ASPHALT FOR PRIME COAT | | | 0017 406-05520 2.000 Mg | 260.00000 520.00| 220.00000 440.00| 500.00000 1000.00 ASPHALT FOR TACK COAT | | | 0018 601-01522 4.000 EACH| 1350.00000 5400.00| 1200.00000 4800.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01700 1.000 EACH| 1900.00000 1900.00| 1700.00000 1700.00| 1950.00000 1950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 350 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,698.54 ROUTE : SR 49 CALL ORDER : 350 CONTRACT ID : B -25110-A COUNTIES : PORTER LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1339168 |(6) 35-1386990 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01740 1.000 EACH| 1900.00000 1900.00| 1700.00000 1700.00| 1950.00000 1950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0021 601-04746 2.000 EACH| 6700.00000 13400.00| 5900.00000 11800.00| 7100.00000 14200.00 ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-94689 2.000 EACH| 3580.00000 7160.00| 3200.00000 6400.00| 3700.00000 7400.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 2464.00000 2464.00| 2200.00000 2200.00| 2500.00000 2500.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 210.000 m | 39.00000 8190.00| 34.00000 7140.00| 39.00000 8190.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06639 123.000 m | 85.50000 10516.50| 80.75000 9932.25| 82.00000 10086.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06729 4.000 EACH| 20.00000 80.00| 7.00000 28.00| 15.00000 60.00 BARRIER DELINEATOR | | | 0027 610-06257 230.400 m2 | 55.10000 12695.04| 58.67000 13517.57| 62.00000 14284.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 616-02320 93.000 m2 | 5.00000 465.00| 3.07000 285.51| 5.00000 465.00 GEOTEXTILES | | | 0029 616-06405 221.000 Mg | 26.39000 5832.19| 26.66000 5891.86| 25.00000 5525.00 RIPRAP, REVETMENT | | | 0030 619-05926 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 8500.00000 8500.00 ENVIRONMENTAL CONTROL | | | 0032 621-01004 1.000 EACH| 600.00000 600.00| 400.00000 400.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 702-04433 14.000 EACH| 30.00000 420.00| 190.83000 2671.62| 75.00000 1050.00 FLOOR DRAIN, PVC, 150 mm | | | 0035 702-51863 414.000 EACH| 6.00000 2484.00| 6.22000 2575.08| 11.00000 4554.00 FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-06029 9919.000 kg | 1.30000 12894.70| 1.33000 13192.27| 1.50000 14878.50 REINFORCING BARS, EPOXY COATED | | | 0037 704-51002 27.000 m3 | 640.00000 17280.00| 583.28000 15748.56| 790.00000 21330.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1400.00000 5600.00| 2219.84000 8879.36| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51020 11.600 m3 | 1300.00000 15080.00| 1306.50000 15155.40| 1700.00000 19720.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 4200.00000 4200.00| 2088.20000 2088.20| 4000.00000 4000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 350 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,698.54 ROUTE : SR 49 CALL ORDER : 350 CONTRACT ID : B -25110-A COUNTIES : PORTER LETTING DATE : 11/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1339168 |(6) 35-1386990 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 722-51842 439.200 m2 | 55.00000 24156.00| 67.58000 29681.14| 49.00000 21520.80 BRIDGE DECK OVERLAY | | | 0042 722-51846 2.070 m3 | 395.00000 817.65| 395.00000 817.65| 395.00000 817.65 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 20.000 m2 | 96.00000 1920.00| 203.98000 4079.60| 50.00000 1000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 801-06207 870.000 m | 3.50000 3045.00| 3.05000 2653.50| 3.45000 3001.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06216 11.200 m | 6.50000 72.80| 6.50000 72.80| 7.62000 85.34 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0046 801-06640 25.000 EACH| 100.00000 2500.00| 59.00000 1475.00| 95.00000 2375.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 4.000 EACH| 60.00000 240.00| 30.00000 120.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 5000.00000 5000.00| 3407.93000 3407.93| 8700.00000 8700.00 MAINTAINING TRAFFIC | | | 0049 801-53072 LUMP| 24500.00000 24500.00| 15960.00000 15960.00| 28000.00000 28000.00 TEMPORARY TRAFFIC SIGNAL | | | 0050 801-97643 37.200 m | 25.00000 930.00| 21.75000 809.10| 30.00000 1116.00 TEMPORARY BUZZ STRIPS | | | 0051 808-75051 518.000 m | 3.20000 1657.60| 2.70000 1398.60| 3.30000 1709.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0052 808-75054 518.000 m | 3.20000 1657.60| 2.70000 1398.60| 3.30000 1709.40 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0053 303-52308 30.000 Mg | 26.40000 792.00| 42.70000 1281.00| 95.00000 2850.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0054 619-04981 LUMP| 18000.00000 18000.00| 19000.00000 19000.00| 12000.00000 12000.00 CLEAN AND PAINT | | | 0055 621-06559 304.000 m2 | 4.00000 1216.00| 2.88000 875.52| 5.05000 1535.20 MULCHED SEEDING, R | | | SECTION TOTALS | $ 353,130.32| $ 388,779.87| $ 402,387.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 353,130.32| $ 388,779.87| $ 402,387.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5231001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-1013120 T & C CONTRACTING, INC. $ 1,241,462.82 100.0000% 2 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 1,291,391.37 104.0217% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,369,814.75 110.3387% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,401,215.77 112.8681% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 1,496,469.47 120.5408% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,675,672.92 134.9756% ==================================================================================================================================== |(1) 61-1013120 |(2) 35-1619477 |(3) 35-1618530 |T & C CONTRACTING, INC. |BROWN, L.L. CONSTR. CO., INC|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 105-06790 12.000 MOS | 1000.00000 12000.00| 1190.00000 14280.00| 1500.00000 18000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 13000.00000 13000.00| 11600.00000 11600.00| 23500.00000 23500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 51022.10000 51022.10| 68000.00000 68000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9500.00000 9500.00| 17250.00000 17250.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1333.300 SYS | 3.50000 4666.55| 9.23000 12306.35| 9.80000 13066.34 PAVEMENT, REMOVE | | | 0006 202-02286 1.000 EACH| 10500.00000 10500.00| 24600.00000 24600.00| 17250.00000 17250.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 913.600 SYS | 2.25000 2055.60| 4.65000 4248.24| 4.00000 3654.40 SURFACE MILLING, ASPHALT | | | 0008 203-02010 2957.000 CYS | 23.00000 68011.00| 32.95000 97433.15| 26.00000 76882.00 EXCAVATION, ROCK | | | 0009 203-02055 8766.000 CYS | 8.50000 74511.00| 8.65000 75825.90| 12.75000 111766.50 EMBANKMENT | | | 0010 203-51223 1920.000 CYS | 5.25000 10080.00| 6.75000 12960.00| 5.00000 9600.00 EXCAVATION, WATERWAY | | | 0011 205-02224 2528.000 LFT | 1.85000 4676.80| 1.98000 5005.44| 2.00000 5056.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 378.000 LFT | 20.00000 7560.00| 8.50000 3213.00| 5.50000 2079.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1013120 |(2) 35-1619477 |(3) 35-1618530 |T & C CONTRACTING, INC. |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02232 130.000 CYS | 35.00000 4550.00| 31.10000 4043.00| 26.00000 3380.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-02234 8.000 EACH| 80.00000 640.00| 97.00000 776.00| 85.00000 680.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 206-51215 117.000 CYS | 180.00000 21060.00| 92.00000 10764.00| 100.00000 11700.00 EXCAVATION, X | | | 0016 206-51230 114.400 CYS | 16.00000 1830.40| 10.75000 1229.80| 24.00000 2745.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 211-02060 237.400 CYS | 25.00000 5935.00| 18.10000 4296.94| 41.00000 9733.40 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 23.000 CYS | 100.00000 2300.00| 211.10000 4855.30| 115.00000 2645.00 FLOWABLE MORTAR | | | 0019 303-52308 3911.600 TON | 15.00000 58674.00| 12.65000 49481.74| 14.75000 57696.10 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 305-05204 19.400 TON | 150.00000 2910.00| 165.00000 3201.00| 155.00000 3007.00 HMA FOR PATCHING | | | 0021 402-05468 659.900 TON | 35.50000 23426.45| 40.50000 26725.95| 40.00000 26396.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 1694.600 TON | 31.50000 53379.90| 36.50000 61852.90| 34.00000 57616.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 560.300 TON | 50.00000 28015.00| 55.00000 30816.50| 57.00000 31937.10 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 725.600 TON | 33.50000 24307.60| 35.50000 25758.80| 35.00000 25396.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05495 452.400 TON | 31.50000 14250.60| 34.50000 15607.80| 33.50000 15155.40 HMA WEDGE AND LEVEL | | | 0026 404-05511 2931.700 SYS | 1.75000 5130.48| 1.85000 5423.64| 2.00000 5863.40 SEAL COAT, 2 | | | 0027 404-05514 253.400 SYS | 5.00000 1267.00| 6.00000 1520.40| 5.50000 1393.70 SEAL COAT, 5 | | | 0028 405-05517 12.700 TON | 300.00000 3810.00| 350.00000 4445.00| 320.00000 4064.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 4.000 TON | 200.00000 800.00| 250.00000 1000.00| 215.00000 860.00 ASPHALT FOR TACK COAT | | | 0030 601-01270 462.500 LFT | 7.90000 3653.75| 8.90000 4116.25| 8.50000 3931.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | | FOR TEMPORARY PIPE AND APPROACHES | | | 0031 601-01522 4.000 EACH| 1200.00000 4800.00| 1360.00000 5440.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1013120 |(2) 35-1619477 |(3) 35-1618530 |T & C CONTRACTING, INC. |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-01625 1.000 EACH| 1395.00000 1395.00| 1550.00000 1550.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-01846 1.000 EACH| 1595.00000 1595.00| 1795.00000 1795.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-06037 1.000 EACH| 600.00000 600.00| 690.00000 690.00| 660.00000 660.00 GUARDRAIL END TREATMENT, I | | | 0035 601-94689 2.000 EACH| 3750.00000 7500.00| 4080.00000 8160.00| 4250.00000 8500.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-97080 4.000 EACH| 2600.00000 10400.00| 2861.00000 11444.00| 2750.00000 11000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 275.000 LFT | 13.50000 3712.50| 15.10000 4152.50| 14.00000 3850.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 607-06340 61.000 LFT | 33.00000 2013.00| 28.75000 1753.75| 48.00000 2928.00 PAVED SIDE DITCH, B | | | 0039 610-05527 359.200 TON | 50.00000 17960.00| 55.00000 19756.00| 59.00000 21192.80 HMA FOR APPROACHES | | | 0040 610-06257 442.300 SYS | 60.00000 26538.00| 52.00000 22999.60| 32.00000 14153.60 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0041 611-06497 3.000 EACH| 95.00000 285.00| 135.00000 405.00| 110.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 615-06490 18.000 EACH| 85.00000 1530.00| 110.00000 1980.00| 98.00000 1764.00 RIGHT OF WAY MARKER | | | 0043 615-06500 4.000 EACH| 395.00000 1580.00| 498.00000 1992.00| 450.00000 1800.00 MONUMENT, A | | | 0044 615-06530 1.000 EACH| 850.00000 850.00| 985.00000 985.00| 900.00000 900.00 POST, BENCHMARK | | | 0045 616-02320 1747.000 SYS | 2.50000 4367.50| 2.59000 4524.73| 2.75000 4804.25 GEOTEXTILES | | | 0046 616-06405 1538.000 TON | 15.50000 23839.00| 12.95000 19917.10| 16.50000 25377.00 RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH| 650.00000 1300.00| 710.00000 1420.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02770 5600.000 SYS | 1.70000 9520.00| 1.96000 10976.00| 2.00000 11200.00 EROSION CONTROL BLANKET | | | 0049 621-06545 1.240 TON | 595.00000 737.80| 650.00000 806.00| 700.00000 868.00 FERTILIZER | | | 0050 621-06548 31.000 LBS | 24.50000 759.50| 26.95000 835.45| 25.00000 775.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1013120 |(2) 35-1619477 |(3) 35-1618530 |T & C CONTRACTING, INC. |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 621-06553 527.000 LBS | 3.85000 2028.95| 4.10000 2160.70| 4.20000 2213.40 SEED MIXTURE, R | | | 0052 621-06557 527.000 LBS | 5.35000 2819.45| 5.89000 3104.03| 6.00000 3162.00 SEED MIXTURE, T | | | 0053 621-06565 4.200 TON | 455.00000 1911.00| 495.00000 2079.00| 480.00000 2016.00 MULCHING MATERIAL | | | 0054 621-06567 160.000 MG | 1.00000 160.00| 1.90000 304.00| 1.05000 168.00 WATER | | | 0055 621-06570 18.680 CYS | 35.52000 663.51| 19.10000 356.78| 40.00000 747.20 TOP SOIL | | | 0056 621-06574 967.000 SYS | 3.05000 2949.35| 3.60000 3481.20| 3.50000 3384.50 SODDING | | | 0057 621-06575 1297.000 SYS | 3.05000 3955.85| 3.60000 4669.20| 3.60000 4669.20 SODDING, NURSERY | | | 0058 622-91786 850.000 EACH| 10.75000 9137.50| 11.75000 9987.50| 12.50000 10625.00 SEEDLING | | | 0059 701-51190 182.000 LFT | 70.50000 12831.00| 31.40000 5714.80| 67.00000 12194.00 PILE, STEEL H, HP 10 X 42 | | | 0060 701-91792 14.000 EACH| 105.00000 1470.00| 94.00000 1316.00| 113.00000 1582.00 PILE TIP, STEEL H | | | 0061 702-51015 64.800 CYS | 310.00000 20088.00| 340.00000 22032.00| 260.00000 16848.00 CONCRETE, B, FOOTINGS | | | 0062 702-94139 137.300 CYS | 300.00000 41190.00| 345.00000 47368.50| 550.00000 75515.00 CONCRETE, A, ABOVE FOOTINGS | | | 0063 703-51030 74577.000 LBS | 0.54000 40271.58| 0.58000 43254.66| 0.52000 38780.04 REINFORCING STEEL | | | 0064 703-51032 48673.000 LBS | 0.58000 28230.34| 0.78000 37964.94| 0.70000 34071.10 REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 391.600 CYS | 280.00000 109648.00| 361.00000 141367.60| 270.00000 105732.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH| 1100.00000 4400.00| 1395.00000 5580.00| 1325.00000 5300.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51025 210.200 LFT | 43.50000 9143.70| 45.00000 9459.00| 36.75000 7724.85 CONCRETE, C, RAILING | | | 0068 709-51821 LUMP| 3000.00000 3000.00| 3985.00000 3985.00| 4350.00000 4350.00 SURFACE SEAL | | | 0069 713-51334 LUMP| 252653.50000 252653.50| 178337.06000 178337.06| 188000.00000 188000.00 TEMPORARY PIPE AND APPROACHES | | | 0070 714-99346 76.000 LFT | 135.00000 10260.00| 178.94000 13599.44| 310.00000 23560.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 2 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1013120 |(2) 35-1619477 |(3) 35-1618530 |T & C CONTRACTING, INC. |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-02397 2.000 EACH| 1560.00000 3120.00| 1395.85000 2791.70| 1900.00000 3800.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0072 715-02629 1.000 EACH| 700.00000 700.00| 606.80000 606.80| 750.00000 750.00 SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0073 715-05019 84.000 LFT | 53.00000 4452.00| 37.20000 3124.80| 55.00000 4620.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0074 715-05169 91.000 LFT | 26.00000 2366.00| 16.10000 1465.10| 30.00000 2730.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0075 715-05171 120.000 LFT | 28.00000 3360.00| 19.34000 2320.80| 23.50000 2820.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0076 715-05173 84.000 LFT | 35.00000 2940.00| 28.91000 2428.44| 40.00000 3360.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0077 715-05177 31.000 LFT | 52.00000 1612.00| 39.20000 1215.20| 74.00000 2294.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0078 715-26776 1.000 EACH| 2600.00000 2600.00| 3575.00000 3575.00| 4900.00000 4900.00 GRATED BOX END SECTION, I, 2:1, 36 IN. | | | 0079 715-44240 5.670 CYS | 650.00000 3685.50| 429.00000 2432.43| 875.00000 4961.25 CONCRETE, A, STRUCTURES | | | 0080 715-46005 4.000 EACH| 220.00000 880.00| 165.33000 661.32| 370.00000 1480.00 PIPE END SECTION, 15 IN. | | | 0081 715-46010 3.000 EACH| 270.00000 810.00| 195.60000 586.80| 390.00000 1170.00 PIPE END SECTION, 18 IN. | | | 0082 715-46020 2.000 EACH| 380.00000 760.00| 253.68000 507.36| 490.00000 980.00 PIPE END SECTION, 24 IN. | | | 0083 715-46040 1.000 EACH| 850.00000 850.00| 495.80000 495.80| 520.00000 520.00 PIPE END SECTION, 36 IN. | | | 0084 801-01093 2.000 EACH| 1100.00000 2200.00| 1395.00000 2790.00| 1295.00000 2590.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0085 801-04308 6.000 EACH| 350.00000 2100.00| 385.00000 2310.00| 410.00000 2460.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06203 7998.000 LFT | 0.24000 1919.52| 0.28000 2239.44| 0.28000 2239.44 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0087 801-06207 386.000 LFT | 1.00000 386.00| 1.10000 424.60| 1.20000 463.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0088 801-06605 6.000 EACH| 200.00000 1200.00| 250.00000 1500.00| 235.00000 1410.00 BARRICADE, IIIA | | | 0089 801-06625 17.000 EACH| 90.00000 1530.00| 98.00000 1666.00| 106.00000 1802.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0090 801-06640 15.000 EACH| 120.00000 1800.00| 130.25000 1953.75| 140.00000 2100.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1013120 |(2) 35-1619477 |(3) 35-1618530 |T & C CONTRACTING, INC. |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 801-06645 12.000 EACH| 40.00000 480.00| 60.10000 721.20| 45.00000 540.00 CONSTRUCTION SIGN, B | | | 0092 801-06649 57.000 EACH| 6.50000 370.50| 7.50000 427.50| 7.50000 427.50 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0093 801-06650 46.000 EACH| 7.50000 345.00| 8.50000 391.00| 8.75000 402.50 TEMPORARY RAISED PAVEMENT MARKER, 2 | | | 0094 801-06775 LUMP| 12500.00000 12500.00| 1690.00000 1690.00| 17750.00000 17750.00 MAINTAINING TRAFFIC | | | 0095 802-05701 20.000 LFT | 10.89000 217.80| 14.25000 285.00| 11.90000 238.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0096 802-76025 12.500 SFT | 21.90000 273.75| 22.65000 283.12| 23.50000 293.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0097 804-06740 105.000 EACH| 19.00000 1995.00| 25.50000 2677.50| 22.40000 2352.00 DELINEATOR WITH POST, D2 | | | 0098 808-06703 3370.000 LFT | 0.36000 1213.20| 0.46000 1550.20| 0.40000 1348.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0099 808-06713 3128.000 LFT | 0.22000 688.16| 0.24000 750.72| 0.26000 813.28 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0100 808-75240 107.000 LFT | 0.39000 41.73| 0.45000 48.15| 0.46000 49.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0101 808-75245 2945.000 LFT | 0.36000 1060.20| 0.42000 1236.90| 0.42000 1236.90 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0102 808-75297 61.000 LFT | 3.90000 237.90| 4.50000 274.50| 4.60000 280.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0103 808-75998 22.000 EACH| 80.00000 1760.00| 88.00000 1936.00| 94.50000 2079.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0104 808-06716 542.000 LFT | 0.70000 379.40| 0.75000 406.50| 0.80000 433.60 LINE, REMOVE | | | 0105 808-75996 17.000 EACH| 2.00000 34.00| 15.00000 255.00| 13.00000 221.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,241,462.82| $ 1,291,391.37| $ 1,369,814.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,241,462.82| $ 1,291,391.37| $ 1,369,814.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1400.00000 16800.00| 1400.00000 16800.00| 1200.00000 14400.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 12500.00000 12500.00| 27500.00000 27500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 76000.00000 76000.00| 75000.00000 75000.00| 83750.00000 83750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35457.91000 35457.91| 22500.00000 22500.00| 24750.00000 24750.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1333.300 SYS | 8.00000 10666.40| 6.00000 7999.80| 9.50000 12666.35 PAVEMENT, REMOVE | | | 0006 202-02286 1.000 EACH| 10000.00000 10000.00| 30000.00000 30000.00| 27500.00000 27500.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 913.600 SYS | 4.00000 3654.40| 4.50000 4111.20| 4.00000 3654.40 SURFACE MILLING, ASPHALT | | | 0008 203-02010 2957.000 CYS | 31.00000 91667.00| 25.00000 73925.00| 55.00000 162635.00 EXCAVATION, ROCK | | | 0009 203-02055 8766.000 CYS | 14.00000 122724.00| 8.00000 70128.00| 15.00000 131490.00 EMBANKMENT | | | 0010 203-51223 1920.000 CYS | 10.00000 19200.00| 6.00000 11520.00| 15.00000 28800.00 EXCAVATION, WATERWAY | | | 0011 205-02224 2528.000 LFT | 1.85000 4676.80| 2.00000 5056.00| 2.00000 5056.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 378.000 LFT | 14.00000 5292.00| 21.00000 7938.00| 17.50000 6615.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02232 130.000 CYS | 16.00000 2080.00| 5.00000 650.00| 40.00000 5200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-02234 8.000 EACH| 80.00000 640.00| 90.00000 720.00| 95.00000 760.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 206-51215 117.000 CYS | 75.00000 8775.00| 95.00000 11115.00| 150.00000 17550.00 EXCAVATION, X | | | 0016 206-51230 114.400 CYS | 25.00000 2860.00| 9.00000 1029.60| 75.00000 8580.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 211-02060 237.400 CYS | 28.00000 6647.20| 25.00000 5935.00| 25.00000 5935.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 23.000 CYS | 150.00000 3450.00| 98.00000 2254.00| 100.00000 2300.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52308 3911.600 TON | 12.00000 46939.20| 13.00000 50850.80| 17.50000 68453.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 305-05204 19.400 TON | 175.00000 3395.00| 165.00000 3201.00| 155.00000 3007.00 HMA FOR PATCHING | | | 0021 402-05468 659.900 TON | 44.00000 29035.60| 40.00000 26396.00| 38.50000 25406.15 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 1694.600 TON | 32.00000 54227.20| 35.00000 59311.00| 33.50000 56769.10 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 560.300 TON | 50.00000 28015.00| 55.00000 30816.50| 52.80000 29583.84 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 725.600 TON | 31.00000 22493.60| 38.00000 27572.80| 36.50000 26484.40 HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05495 452.400 TON | 40.00000 18096.00| 35.00000 15834.00| 35.00000 15834.00 HMA WEDGE AND LEVEL | | | 0026 404-05511 2931.700 SYS | 1.50000 4397.55| 2.00000 5863.40| 2.25000 6596.33 SEAL COAT, 2 | | | 0027 404-05514 253.400 SYS | 15.00000 3801.00| 5.50000 1393.70| 5.50000 1393.70 SEAL COAT, 5 | | | 0028 405-05517 12.700 TON | 300.00000 3810.00| 330.00000 4191.00| 350.00000 4445.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 4.000 TON | 200.00000 800.00| 220.00000 880.00| 250.00000 1000.00 ASPHALT FOR TACK COAT | | | 0030 601-01270 462.500 LFT | 8.50000 3931.25| 11.00000 5087.50| 9.00000 4162.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | | FOR TEMPORARY PIPE AND APPROACHES | | | 0031 601-01522 4.000 EACH| 1195.00000 4780.00| 1770.00000 7080.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01625 1.000 EACH| 1550.00000 1550.00| 2300.00000 2300.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-01846 1.000 EACH| 1795.00000 1795.00| 2100.00000 2100.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-06037 1.000 EACH| 675.00000 675.00| 885.00000 885.00| 650.00000 650.00 GUARDRAIL END TREATMENT, I | | | 0035 601-94689 2.000 EACH| 3400.00000 6800.00| 4200.00000 8400.00| 4250.00000 8500.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-97080 4.000 EACH| 2800.00000 11200.00| 2550.00000 10200.00| 3000.00000 12000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 275.000 LFT | 19.50000 5362.50| 17.00000 4675.00| 15.00000 4125.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 607-06340 61.000 LFT | 65.00000 3965.00| 36.00000 2196.00| 25.00000 1525.00 PAVED SIDE DITCH, B | | | 0039 610-05527 359.200 TON | 45.00000 16164.00| 55.00000 19756.00| 55.00000 19756.00 HMA FOR APPROACHES | | | 0040 610-06257 442.300 SYS | 45.00000 19903.50| 38.00000 16807.40| 60.00000 26538.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0041 611-06497 3.000 EACH| 105.00000 315.00| 200.00000 600.00| 150.00000 450.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 615-06490 18.000 EACH| 110.00000 1980.00| 130.00000 2340.00| 100.00000 1800.00 RIGHT OF WAY MARKER | | | 0043 615-06500 4.000 EACH| 435.00000 1740.00| 500.00000 2000.00| 450.00000 1800.00 MONUMENT, A | | | 0044 615-06530 1.000 EACH| 550.00000 550.00| 540.00000 540.00| 1000.00000 1000.00 POST, BENCHMARK | | | 0045 616-02320 1747.000 SYS | 2.00000 3494.00| 1.80000 3144.60| 3.00000 5241.00 GEOTEXTILES | | | 0046 616-06405 1538.000 TON | 20.00000 30760.00| 18.50000 28453.00| 18.50000 28453.00 RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH| 650.00000 1300.00| 720.00000 1440.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02770 5600.000 SYS | 1.70000 9520.00| 1.90000 10640.00| 2.00000 11200.00 EROSION CONTROL BLANKET | | | 0049 621-06545 1.240 TON | 595.00000 737.80| 660.00000 818.40| 625.00000 775.00 FERTILIZER | | | 0050 621-06548 31.000 LBS | 24.50000 759.50| 27.00000 837.00| 27.50000 852.50 SEED MIXTURE, CV | | | 0051 621-06553 527.000 LBS | 3.85000 2028.95| 4.30000 2266.10| 4.25000 2239.75 SEED MIXTURE, R | | | 0052 621-06557 527.000 LBS | 5.35000 2819.45| 6.00000 3162.00| 6.00000 3162.00 SEED MIXTURE, T | | | 0053 621-06565 4.200 TON | 455.00000 1911.00| 500.00000 2100.00| 500.00000 2100.00 MULCHING MATERIAL | | | 0054 621-06567 160.000 MG | 1.00000 160.00| 1.10000 176.00| 1.00000 160.00 WATER | | | 0055 621-06570 18.680 CYS | 40.00000 747.20| 30.00000 560.40| 50.00000 934.00 TOP SOIL | | | 0056 621-06574 967.000 SYS | 3.05000 2949.35| 4.50000 4351.50| 3.50000 3384.50 SODDING | | | 0057 621-06575 1297.000 SYS | 3.05000 3955.85| 4.50000 5836.50| 3.50000 4539.50 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 622-91786 850.000 EACH| 10.75000 9137.50| 12.00000 10200.00| 12.00000 10200.00 SEEDLING | | | 0059 701-51190 182.000 LFT | 40.00000 7280.00| 42.00000 7644.00| 28.00000 5096.00 PILE, STEEL H, HP 10 X 42 | | | 0060 701-91792 14.000 EACH| 100.00000 1400.00| 128.00000 1792.00| 100.00000 1400.00 PILE TIP, STEEL H | | | 0061 702-51015 64.800 CYS | 250.00000 16200.00| 285.00000 18468.00| 275.00000 17820.00 CONCRETE, B, FOOTINGS | | | 0062 702-94139 137.300 CYS | 350.00000 48055.00| 330.00000 45309.00| 295.00000 40503.50 CONCRETE, A, ABOVE FOOTINGS | | | 0063 703-51030 74577.000 LBS | 0.50000 37288.50| 0.50000 37288.50| 0.55000 41017.35 REINFORCING STEEL | | | 0064 703-51032 48673.000 LBS | 0.60000 29203.80| 0.60000 29203.80| 0.65000 31637.45 REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 391.600 CYS | 350.00000 137060.00| 370.00000 144892.00| 340.00000 133144.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH| 1400.00000 5600.00| 1645.00000 6580.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51025 210.200 LFT | 40.00000 8408.00| 46.00000 9669.20| 45.00000 9459.00 CONCRETE, C, RAILING | | | 0068 709-51821 LUMP| 2800.00000 2800.00| 3500.00000 3500.00| 4000.00000 4000.00 SURFACE SEAL | | | 0069 713-51334 LUMP| 190786.01000 190786.01| 324597.00000 324597.00| 300000.00000 300000.00 TEMPORARY PIPE AND APPROACHES | | | 0070 714-99346 76.000 LFT | 150.00000 11400.00| 160.00000 12160.00| 300.00000 22800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 2 FT. | | | 0071 715-02397 2.000 EACH| 1600.00000 3200.00| 1460.00000 2920.00| 1600.00000 3200.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0072 715-02629 1.000 EACH| 690.00000 690.00| 465.00000 465.00| 450.00000 450.00 SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0073 715-05019 84.000 LFT | 110.00000 9240.00| 58.00000 4872.00| 50.00000 4200.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0074 715-05169 91.000 LFT | 28.00000 2548.00| 41.00000 3731.00| 30.00000 2730.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0075 715-05171 120.000 LFT | 85.00000 10200.00| 33.00000 3960.00| 35.00000 4200.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0076 715-05173 84.000 LFT | 85.00000 7140.00| 33.00000 2772.00| 37.50000 3150.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0077 715-05177 31.000 LFT | 125.00000 3875.00| 144.00000 4464.00| 55.00000 1705.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-26776 1.000 EACH| 700.00000 700.00| 3400.00000 3400.00| 2750.00000 2750.00 GRATED BOX END SECTION, I, 2:1, 36 IN. | | | 0079 715-44240 5.670 CYS | 750.00000 4252.50| 736.00000 4173.12| 400.00000 2268.00 CONCRETE, A, STRUCTURES | | | 0080 715-46005 4.000 EACH| 375.00000 1500.00| 280.00000 1120.00| 250.00000 1000.00 PIPE END SECTION, 15 IN. | | | 0081 715-46010 3.000 EACH| 455.00000 1365.00| 300.00000 900.00| 300.00000 900.00 PIPE END SECTION, 18 IN. | | | 0082 715-46020 2.000 EACH| 515.00000 1030.00| 400.00000 800.00| 400.00000 800.00 PIPE END SECTION, 24 IN. | | | 0083 715-46040 1.000 EACH| 525.00000 525.00| 400.00000 400.00| 600.00000 600.00 PIPE END SECTION, 36 IN. | | | 0084 801-01093 2.000 EACH| 800.00000 1600.00| 2720.00000 5440.00| 1200.00000 2400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0085 801-04308 6.000 EACH| 325.00000 1950.00| 520.00000 3120.00| 375.00000 2250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06203 7998.000 LFT | 0.36000 2879.28| 0.40000 3199.20| 0.50000 3999.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0087 801-06207 386.000 LFT | 1.50000 579.00| 3.60000 1389.60| 1.20000 463.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0088 801-06605 6.000 EACH| 125.00000 750.00| 172.00000 1032.00| 240.00000 1440.00 BARRICADE, IIIA | | | 0089 801-06625 17.000 EACH| 105.00000 1785.00| 105.00000 1785.00| 100.00000 1700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0090 801-06640 15.000 EACH| 95.00000 1425.00| 195.00000 2925.00| 150.00000 2250.00 CONSTRUCTION SIGN, A | | | 0091 801-06645 12.000 EACH| 45.00000 540.00| 60.00000 720.00| 45.00000 540.00 CONSTRUCTION SIGN, B | | | 0092 801-06649 57.000 EACH| 8.00000 456.00| 10.00000 570.00| 7.50000 427.50 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0093 801-06650 46.000 EACH| 4.00000 184.00| 4.50000 207.00| 8.50000 391.00 TEMPORARY RAISED PAVEMENT MARKER, 2 | | | 0094 801-06775 LUMP| 37509.33000 37509.33| 45000.00000 45000.00| 37500.00000 37500.00 MAINTAINING TRAFFIC | | | 0095 802-05701 20.000 LFT | 15.80000 316.00| 14.00000 280.00| 12.00000 240.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0096 802-76025 12.500 SFT | 20.80000 260.00| 22.00000 275.00| 24.00000 300.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 370 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,760.81 ROUTE : SR 64 CALL ORDER : 370 CONTRACT ID : B -25112-A COUNTIES : HARRISON LETTING DATE : 11/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 804-06740 105.000 EACH| 20.00000 2100.00| 27.00000 2835.00| 20.00000 2100.00 DELINEATOR WITH POST, D2 | | | 0098 808-06703 3370.000 LFT | 0.42000 1415.40| 0.50000 1685.00| 0.40000 1348.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0099 808-06713 3128.000 LFT | 0.20000 625.60| 0.45000 1407.60| 0.25000 782.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0100 808-75240 107.000 LFT | 0.42000 44.94| 0.50000 53.50| 0.45000 48.15 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0101 808-75245 2945.000 LFT | 0.42000 1236.90| 0.48000 1413.60| 0.45000 1325.25 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0102 808-75297 61.000 LFT | 5.30000 323.30| 5.15000 314.15| 4.50000 274.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0103 808-75998 22.000 EACH| 60.00000 1320.00| 105.00000 2310.00| 85.00000 1870.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0104 808-06716 542.000 LFT | 0.75000 406.50| 1.50000 813.00| 1.00000 542.00 LINE, REMOVE | | | 0105 808-75996 17.000 EACH| 10.00000 170.00| 10.00000 170.00| 20.00000 340.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,401,215.77| $ 1,496,469.47| $ 1,675,672.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,401,215.77| $ 1,496,469.47| $ 1,675,672.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0692126 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 277,242.52 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 283,236.70 102.1620% 3 35-1058755 BAKER & SCHULTZ, INC. $ 297,137.49 107.1760% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 306,669.44 110.6141% 5 35-1057237 MCCOY, R.L., INC. $ 332,528.05 119.9412% 6 35-1447641 STRUCTURE CONTRACTORS $ 340,700.60 122.8890% 7 35-1374866 PRIMCO, INC. $ 343,955.57 124.0630% 8 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 351,291.00 126.7089% 9 35-1523985 WIRTZ & YATES, INC. $ 355,540.83 128.2418% 10 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 375,125.25 135.3058% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1058755 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 4.000 MOS | 1100.00000 4400.00| 2000.00000 8000.00| 1100.00000 4400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 50.00000 50.00| 4515.00000 4515.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13800.00000 13800.00| 14100.00000 14100.00| 13000.00000 13000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 100.00000 100.00| 1400.00000 1400.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 106.000 m2 | 20.00000 2120.00| 20.00000 2120.00| 31.50000 3339.00 PAVEMENT, REMOVE | | | 0006 202-02241 720.090 m | 5.00000 3600.45| 4.84000 3485.24| 4.90000 3528.44 GUARDRAIL, REMOVE | | | 0007 202-02277 839.000 m | 5.50000 4614.50| 3.52000 2953.28| 8.40000 7047.60 GUTTER, LIP, REMOVE | | | 0008 202-51133 129.000 m | 4.50000 580.50| 0.50000 64.50| 16.00000 2064.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 32500.00000 32500.00| 54890.00000 54890.00| 55200.00000 55200.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 30.000 m2 | 17.50000 525.00| 20.00000 600.00| 90.00000 2700.00 SLOPEWALL, REMOVE | | | 0011 202-91385 8.000 EACH| 175.00000 1400.00| 50.00000 400.00| 315.00000 2520.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1058755 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02000 378.400 m3 | 10.00000 3784.00| 12.50000 4730.00| 31.50000 11919.60 EXCAVATION, COMMON | | | 0013 213-52830 15.000 m3 | 85.00000 1275.00| 100.00000 1500.00| 120.00000 1800.00 FLOWABLE MORTAR | | | 0014 303-52308 936.300 Mg | 17.50000 16385.25| 17.72000 16591.24| 17.85000 16712.96 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 404-05511 719.000 m2 | 10.50000 7549.50| 11.30000 8124.70| 10.50000 7549.50 SEAL COAT, 2 | | | 0016 601-01522 4.000 EACH| 1250.00000 5000.00| 1311.00000 5244.00| 1210.00000 4840.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-02103 13.355 m | 58.00000 774.59| 47.00000 627.69| 58.40000 779.93 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0018 601-06037 4.000 EACH| 575.00000 2300.00| 655.00000 2620.00| 580.00000 2320.00 GUARDRAIL END TREATMENT, I | | | 0019 601-99105 718.190 m | 32.50000 23341.18| 35.88000 25768.66| 32.40000 23269.36 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06729 28.000 EACH| 8.00000 224.00| 10.00000 280.00| 10.00000 280.00 BARRIER DELINEATOR | | | 0021 605-05523 154.000 m | 27.50000 4235.00| 28.25000 4350.50| 26.25000 4042.50 CURB, HMA | | | 0022 607-98211 4.000 m2 | 175.00000 700.00| 50.00000 200.00| 52.50000 210.00 GUTTER TURNOUT, REMOVE | | | 0023 610-05527 207.700 Mg | 52.50000 10904.25| 51.98000 10796.25| 48.30000 10031.91 HMA FOR APPROACHES | | | 0024 610-06257 152.000 m2 | 58.75000 8930.00| 62.69000 9528.88| 52.00000 7904.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 146.000 m2 | 3.00000 438.00| 2.00000 292.00| 2.65000 386.90 GEOTEXTILES | | | 0026 616-06406 83.000 m2 | 20.00000 1660.00| 41.54000 3447.82| 28.35000 2353.05 RIPRAP, REVETMENT | | | 0027 616-06455 55.000 m2 | 35.00000 1925.00| 60.00000 3300.00| 43.00000 2365.00 SLOPEWALL | | | 0028 616-93772 10.000 EACH| 75.00000 750.00| 25.00000 250.00| 180.00000 1800.00 INSPECTION HOLE | | | 0029 702-51863 46.000 EACH| 10.00000 460.00| 8.00000 368.00| 11.00000 506.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 2042.000 kg | 1.90000 3879.80| 1.03000 2103.26| 1.10000 2246.20 REINFORCING STEEL | | | 0031 703-51032 5322.000 kg | 2.00000 10644.00| 1.33000 7078.26| 1.32000 7025.04 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1058755 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 704-51002 8.600 m3 | 1000.00000 8600.00| 700.00000 6020.00| 700.00000 6020.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 4.000 EACH| 1100.00000 4400.00| 1243.00000 4972.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 150.000 m | 130.00000 19500.00| 104.00000 15600.00| 95.00000 14250.00 CONCRETE, C, RAILING | | | 0035 708-51806 2.000 m2 | 450.00000 900.00| 538.00000 1076.00| 500.00000 1000.00 REPOINTING MASONRY | | | 0036 709-51821 LUMP| 2750.00000 2750.00| 2324.00000 2324.00| 3430.00000 3430.00 SURFACE SEAL | | | 0037 711-51035 1080.000 kg | 7.00000 7560.00| 3.70000 3996.00| 7.70000 8316.00 STRUCTURAL STEEL | | | 0038 711-51864 100.000 EACH| 12.50000 1250.00| 15.00000 1500.00| 12.00000 1200.00 DRILLED HOLE | | | 0039 722-51401 10.000 m2 | 150.00000 1500.00| 129.00000 1290.00| 45.00000 450.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0040 722-51842 572.000 m2 | 42.00000 24024.00| 41.81000 23915.32| 38.00000 21736.00 BRIDGE DECK OVERLAY | | | 0041 722-51846 8.500 m3 | 395.00000 3357.50| 395.00000 3357.50| 395.00000 3357.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 138.000 m2 | 82.00000 11316.00| 92.20000 12723.60| 50.00000 6900.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 722-60824 520.000 m2 | 5.75000 2990.00| 6.90000 3588.00| 5.20000 2704.00 SURFACE MILLING | | | 0044 724-03276 36.000 m | 235.00000 8460.00| 100.00000 3600.00| 238.00000 8568.00 EXPANSION JOINT SEALING SYSTEM | | | 0045 801-04308 4.000 EACH| 225.00000 900.00| 181.00000 724.00| 170.00000 680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 6.000 EACH| 75.00000 450.00| 107.00000 642.00| 100.00000 600.00 BARRICADE, IIIB | | | 0047 801-06625 30.000 EACH| 52.00000 1560.00| 74.00000 2220.00| 70.00000 2100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 112.50000 2025.00| 68.00000 1224.00| 65.00000 1170.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 5000.00000 5000.00| 500.00000 500.00| 1800.00000 1800.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 277,242.52| $ 283,236.70| $ 297,137.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 277,242.52| $ 283,236.70| $ 297,137.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1057237 |(6) 35-1447641 |PIONEER ASSOCIATES, INC. |MCCOY, R.L., INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 4.000 MOS | 1500.00000 6000.00| 1200.00000 4800.00| 1500.00000 6000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2350.00000 2350.00| 8000.00000 8000.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15250.00000 15250.00| 16500.00000 16500.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 1500.00000 1500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 106.000 m2 | 15.00000 1590.00| 14.00000 1484.00| 50.00000 5300.00 PAVEMENT, REMOVE | | | 0006 202-02241 720.090 m | 4.67000 3362.82| 5.00000 3600.45| 4.50000 3240.41 GUARDRAIL, REMOVE | | | 0007 202-02277 839.000 m | 12.30000 10319.70| 12.00000 10068.00| 7.00000 5873.00 GUTTER, LIP, REMOVE | | | 0008 202-51133 129.000 m | 12.00000 1548.00| 6.00000 774.00| 10.00000 1290.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 40000.00000 40000.00| 74000.00000 74000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 30.000 m2 | 50.00000 1500.00| 30.00000 900.00| 60.00000 1800.00 SLOPEWALL, REMOVE | | | 0011 202-91385 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 225.00000 1800.00 INLET, REMOVE | | | 0012 203-02000 378.400 m3 | 15.00000 5676.00| 24.00000 9081.60| 18.00000 6811.20 EXCAVATION, COMMON | | | 0013 213-52830 15.000 m3 | 150.00000 2250.00| 100.00000 1500.00| 90.00000 1350.00 FLOWABLE MORTAR | | | 0014 303-52308 936.300 Mg | 20.00000 18726.00| 18.00000 16853.40| 22.00000 20598.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 404-05511 719.000 m2 | 10.49000 7542.31| 10.50000 7549.50| 10.00000 7190.00 SEAL COAT, 2 | | | 0016 601-01522 4.000 EACH| 1150.00000 4600.00| 1207.50000 4830.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-02103 13.355 m | 55.55000 741.87| 58.50000 781.27| 42.00000 560.91 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0018 601-06037 4.000 EACH| 550.00000 2200.00| 577.50000 2310.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0019 601-99105 718.190 m | 30.84000 22148.98| 32.50000 23341.18| 32.00000 22982.08 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1057237 |(6) 35-1447641 |PIONEER ASSOCIATES, INC. |MCCOY, R.L., INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06729 28.000 EACH| 7.50000 210.00| 10.00000 280.00| 9.00000 252.00 BARRIER DELINEATOR | | | 0021 605-05523 154.000 m | 26.21000 4036.34| 26.25000 4042.50| 25.00000 3850.00 CURB, HMA | | | 0022 607-98211 4.000 m2 | 150.00000 600.00| 400.00000 1600.00| 50.00000 200.00 GUTTER TURNOUT, REMOVE | | | 0023 610-05527 207.700 Mg | 48.23000 10017.37| 48.50000 10073.45| 48.00000 9969.60 HMA FOR APPROACHES | | | 0024 610-06257 152.000 m2 | 63.15000 9598.80| 74.00000 11248.00| 55.00000 8360.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 146.000 m2 | 2.85000 416.10| 2.50000 365.00| 5.00000 730.00 GEOTEXTILES | | | 0026 616-06406 83.000 m2 | 24.35000 2021.05| 24.00000 1992.00| 40.00000 3320.00 RIPRAP, REVETMENT | | | 0027 616-06455 55.000 m2 | 50.90000 2799.50| 45.00000 2475.00| 65.00000 3575.00 SLOPEWALL | | | 0028 616-93772 10.000 EACH| 40.60000 406.00| 100.00000 1000.00| 22.00000 220.00 INSPECTION HOLE | | | 0029 702-51863 46.000 EACH| 7.90000 363.40| 8.00000 368.00| 10.00000 460.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 2042.000 kg | 1.30000 2654.60| 1.25000 2552.50| 1.25000 2552.50 REINFORCING STEEL | | | 0031 703-51032 5322.000 kg | 1.35000 7184.70| 1.35000 7184.70| 1.50000 7983.00 REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 8.600 m3 | 600.00000 5160.00| 850.00000 7310.00| 1700.00000 14620.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| 600.00000 2400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 150.000 m | 125.00000 18750.00| 95.00000 14250.00| 125.00000 18750.00 CONCRETE, C, RAILING | | | 0035 708-51806 2.000 m2 | 450.00000 900.00| 400.00000 800.00| 300.00000 600.00 REPOINTING MASONRY | | | 0036 709-51821 LUMP| 3120.00000 3120.00| 3300.00000 3300.00| 3120.00000 3120.00 SURFACE SEAL | | | 0037 711-51035 1080.000 kg | 14.70000 15876.00| 6.00000 6480.00| 18.00000 19440.00 STRUCTURAL STEEL | | | 0038 711-51864 100.000 EACH| 14.05000 1405.00| 30.00000 3000.00| 25.00000 2500.00 DRILLED HOLE | | | 0039 722-51401 10.000 m2 | 200.00000 2000.00| 150.00000 1500.00| 216.00000 2160.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1057237 |(6) 35-1447641 |PIONEER ASSOCIATES, INC. |MCCOY, R.L., INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51842 572.000 m2 | 51.45000 29429.40| 38.00000 21736.00| 50.00000 28600.00 BRIDGE DECK OVERLAY | | | 0041 722-51846 8.500 m3 | 395.00000 3357.50| 395.00000 3357.50| 395.00000 3357.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 138.000 m2 | 80.00000 11040.00| 75.00000 10350.00| 64.60000 8914.80 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 722-60824 520.000 m2 | 5.60000 2912.00| 6.00000 3120.00| 8.00000 4160.00 SURFACE MILLING | | | 0044 724-03276 36.000 m | 195.00000 7020.00| 285.00000 10260.00| 225.00000 8100.00 EXPANSION JOINT SEALING SYSTEM | | | 0045 801-04308 4.000 EACH| 185.00000 740.00| 200.00000 800.00| 140.00000 560.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 6.000 EACH| 64.00000 384.00| 70.00000 420.00| 80.00000 480.00 BARRICADE, IIIB | | | 0047 801-06625 30.000 EACH| 46.00000 1380.00| 50.00000 1500.00| 90.00000 2700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 99.00000 1782.00| 105.00000 1890.00| 65.00000 1170.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 2600.00000 2600.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 306,669.44| $ 332,528.05| $ 340,700.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,669.44| $ 332,528.05| $ 340,700.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1374866 |(8) 35-2040801 |(9) 35-1523985 |PRIMCO, INC. |GOHMANN ASPHALT & CONSTR., I|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 4.000 MOS | 1950.00000 7800.00| 1250.00000 5000.00| 1000.00000 4000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4193.99000 4193.99| 2000.00000 2000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17197.77000 17197.77| 17000.00000 17000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5159.33000 5159.33| 2000.00000 2000.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 106.000 m2 | 39.31000 4166.86| 24.00000 2544.00| 24.00000 2544.00 PAVEMENT, REMOVE | | | 0006 202-02241 720.090 m | 4.67000 3362.82| 4.67000 3362.82| 5.37000 3866.88 GUARDRAIL, REMOVE | | | 0007 202-02277 839.000 m | 12.51000 10495.89| 20.00000 16780.00| 16.50000 13843.50 GUTTER, LIP, REMOVE | | | 0008 202-51133 129.000 m | 7.93000 1022.97| 12.00000 1548.00| 23.00000 2967.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 41878.71000 41878.71| 45500.00000 45500.00| 55000.00000 55000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 30.000 m2 | 51.15000 1534.50| 100.00000 3000.00| 30.00000 900.00 SLOPEWALL, REMOVE | | | 0011 202-91385 8.000 EACH| 192.81000 1542.48| 500.00000 4000.00| 400.00000 3200.00 INLET, REMOVE | | | 0012 203-02000 378.400 m3 | 32.47000 12286.65| 16.00000 6054.40| 11.00000 4162.40 EXCAVATION, COMMON | | | 0013 213-52830 15.000 m3 | 215.00000 3225.00| 200.00000 3000.00| 140.00000 2100.00 FLOWABLE MORTAR | | | 0014 303-52308 936.300 Mg | 23.83000 22312.03| 22.00000 20598.60| 24.00000 22471.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 404-05511 719.000 m2 | 10.00000 7190.00| 10.00000 7190.00| 12.00000 8628.00 SEAL COAT, 2 | | | 0016 601-01522 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-02103 13.355 m | 55.55000 741.87| 55.53000 741.60| 62.00000 828.01 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0018 601-06037 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| 650.00000 2600.00 GUARDRAIL END TREATMENT, I | | | 0019 601-99105 718.190 m | 30.84000 22148.98| 30.84000 22148.98| 34.50000 24777.56 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1374866 |(8) 35-2040801 |(9) 35-1523985 |PRIMCO, INC. |GOHMANN ASPHALT & CONSTR., I|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06729 28.000 EACH| 9.00000 252.00| 9.00000 252.00| 15.00000 420.00 BARRIER DELINEATOR | | | 0021 605-05523 154.000 m | 25.00000 3850.00| 25.00000 3850.00| 28.00000 4312.00 CURB, HMA | | | 0022 607-98211 4.000 m2 | 255.75000 1023.00| 100.00000 400.00| 125.00000 500.00 GUTTER TURNOUT, REMOVE | | | 0023 610-05527 207.700 Mg | 46.00000 9554.20| 46.00000 9554.20| 60.00000 12462.00 HMA FOR APPROACHES | | | 0024 610-06257 152.000 m2 | 72.50000 11020.00| 75.00000 11400.00| 52.68000 8007.36 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 146.000 m2 | 2.98000 435.08| 5.00000 730.00| 6.00000 876.00 GEOTEXTILES | | | 0026 616-06406 83.000 m2 | 40.00000 3320.00| 55.00000 4565.00| 40.00000 3320.00 RIPRAP, REVETMENT | | | 0027 616-06455 55.000 m2 | 73.00000 4015.00| 110.00000 6050.00| 84.00000 4620.00 SLOPEWALL | | | 0028 616-93772 10.000 EACH| 44.00000 440.00| 200.00000 2000.00| 50.00000 500.00 INSPECTION HOLE | | | 0029 702-51863 46.000 EACH| 12.17000 559.82| 10.00000 460.00| 7.00000 322.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 2042.000 kg | 1.46000 2981.32| 1.65000 3369.30| 1.10000 2246.20 REINFORCING STEEL | | | 0031 703-51032 5322.000 kg | 1.60000 8515.20| 1.80000 9579.60| 1.30000 6918.60 REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 8.600 m3 | 2200.00000 18920.00| 875.00000 7525.00| 976.74000 8399.96 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 4.000 EACH| 910.00000 3640.00| 1550.00000 6200.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 150.000 m | 200.00000 30000.00| 145.00000 21750.00| 110.00000 16500.00 CONCRETE, C, RAILING | | | 0035 708-51806 2.000 m2 | 672.45000 1344.90| 1200.00000 2400.00| 100.00000 200.00 REPOINTING MASONRY | | | 0036 709-51821 LUMP| 1924.80000 1924.80| 2600.00000 2600.00| 3500.00000 3500.00 SURFACE SEAL | | | 0037 711-51035 1080.000 kg | 7.00000 7560.00| 12.00000 12960.00| 14.00000 15120.00 STRUCTURAL STEEL | | | 0038 711-51864 100.000 EACH| 16.77000 1677.00| 17.00000 1700.00| 20.00000 2000.00 DRILLED HOLE | | | 0039 722-51401 10.000 m2 | 100.00000 1000.00| 400.00000 4000.00| 214.00000 2140.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1374866 |(8) 35-2040801 |(9) 35-1523985 |PRIMCO, INC. |GOHMANN ASPHALT & CONSTR., I|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51842 572.000 m2 | 40.00000 22880.00| 55.00000 31460.00| 50.00000 28600.00 BRIDGE DECK OVERLAY | | | 0041 722-51846 8.500 m3 | 395.00000 3357.50| 395.00000 3357.50| 395.00000 3357.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 138.000 m2 | 100.00000 13800.00| 80.00000 11040.00| 64.57000 8910.66 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 722-60824 520.000 m2 | 5.02000 2610.40| 6.00000 3120.00| 6.50000 3380.00 SURFACE MILLING | | | 0044 724-03276 36.000 m | 252.00000 9072.00| 360.00000 12960.00| 300.00000 10800.00 EXPANSION JOINT SEALING SYSTEM | | | 0045 801-04308 4.000 EACH| 185.00000 740.00| 160.00000 640.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 6.000 EACH| 64.00000 384.00| 95.00000 570.00| 200.00000 1200.00 BARRICADE, IIIB | | | 0047 801-06625 30.000 EACH| 46.00000 1380.00| 65.00000 1950.00| 120.00000 3600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 99.00000 1782.00| 60.00000 1080.00| 130.00000 2340.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 2857.50000 2857.50| 4500.00000 4500.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 343,955.57| $ 351,291.00| $ 355,540.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 343,955.57| $ 351,291.00| $ 355,540.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 4.000 MOS | 1500.00000 6000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18700.00000 18700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5500.00000 5500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 106.000 m2 | 21.00000 2226.00| | PAVEMENT, REMOVE | | | 0006 202-02241 720.090 m | 4.50000 3240.41| | GUARDRAIL, REMOVE | | | 0007 202-02277 839.000 m | 11.00000 9229.00| | GUTTER, LIP, REMOVE | | | 0008 202-51133 129.000 m | 10.00000 1290.00| | RAILING, REMOVE | | | 0009 202-51328 LUMP| 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 30.000 m2 | 53.00000 1590.00| | SLOPEWALL, REMOVE | | | 0011 202-91385 8.000 EACH| 524.00000 4192.00| | INLET, REMOVE | | | 0012 203-02000 378.400 m3 | 13.00000 4919.20| | EXCAVATION, COMMON | | | 0013 213-52830 15.000 m3 | 180.00000 2700.00| | FLOWABLE MORTAR | | | 0014 303-52308 936.300 Mg | 29.00000 27152.70| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 404-05511 719.000 m2 | 13.00000 9347.00| | SEAL COAT, 2 | | | 0016 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-02103 13.355 m | 43.00000 574.27| | GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0018 601-06037 4.000 EACH| 610.00000 2440.00| | GUARDRAIL END TREATMENT, I | | | 0019 601-99105 718.190 m | 33.00000 23700.27| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06729 28.000 EACH| 10.00000 280.00| | BARRIER DELINEATOR | | | 0021 605-05523 154.000 m | 32.00000 4928.00| | CURB, HMA | | | 0022 607-98211 4.000 m2 | 300.00000 1200.00| | GUTTER TURNOUT, REMOVE | | | 0023 610-05527 207.700 Mg | 53.00000 11008.10| | HMA FOR APPROACHES | | | 0024 610-06257 152.000 m2 | 90.00000 13680.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 146.000 m2 | 13.00000 1898.00| | GEOTEXTILES | | | 0026 616-06406 83.000 m2 | 52.00000 4316.00| | RIPRAP, REVETMENT | | | 0027 616-06455 55.000 m2 | 95.00000 5225.00| | SLOPEWALL | | | 0028 616-93772 10.000 EACH| 150.00000 1500.00| | INSPECTION HOLE | | | 0029 702-51863 46.000 EACH| 24.00000 1104.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 2042.000 kg | 1.60000 3267.20| | REINFORCING STEEL | | | 0031 703-51032 5322.000 kg | 1.80000 9579.60| | REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 8.600 m3 | 1200.00000 10320.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 4.000 EACH| 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 150.000 m | 175.00000 26250.00| | CONCRETE, C, RAILING | | | 0035 708-51806 2.000 m2 | 365.00000 730.00| | REPOINTING MASONRY | | | 0036 709-51821 LUMP| 3500.00000 3500.00| | SURFACE SEAL | | | 0037 711-51035 1080.000 kg | 9.40000 10152.00| | STRUCTURAL STEEL | | | 0038 711-51864 100.000 EACH| 16.50000 1650.00| | DRILLED HOLE | | | 0039 722-51401 10.000 m2 | 330.00000 3300.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 390 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,421.71 ROUTE : I-69 CALL ORDER : 390 CONTRACT ID : B -25154-A COUNTIES : DELAWARE LETTING DATE : 11/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51842 572.000 m2 | 57.50000 32890.00| | BRIDGE DECK OVERLAY | | | 0041 722-51846 8.500 m3 | 395.00000 3357.50| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 138.000 m2 | 151.00000 20838.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 722-60824 520.000 m2 | 8.00000 4160.00| | SURFACE MILLING | | | 0044 724-03276 36.000 m | 89.00000 3204.00| | EXPANSION JOINT SEALING SYSTEM | | | 0045 801-04308 4.000 EACH| 179.00000 716.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 6.000 EACH| 103.00000 618.00| | BARRICADE, IIIB | | | 0047 801-06625 30.000 EACH| 115.00000 3450.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 83.50000 1503.00| | CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 5700.00000 5700.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 375,125.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 375,125.25| | ====================================================================================================================================