INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 462,697.20 ROUTE : SR 37 CALL ORDER : 320 CONTRACT ID : B -24013-A COUNTIES : ORANGE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0953025 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 355,380.70 100.0000% 2 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 398,188.17 112.0455% 3 54-1342714 TRI COUNTY BUILDERS CO $ 401,662.00 113.0230% 4 35-2072438 TD & O LLC $ 414,528.80 116.6435% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 438,676.00 123.4383% 6 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 440,981.85 124.0871% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1619477 |(3) 54-1342714 |ERBER & MILLIGAN CONSTR. CO.|BROWN, L.L. CONSTR. CO., INC|TRI COUNTY BUILDERS 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 10.000 MOS | 950.00000 9500.00| 1496.00000 14960.00| 1700.00000 17000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 3694.00000 3694.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17500.00000 17500.00| 18190.00000 18190.00| 19900.35000 19900.35 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 9.000 m | 10.00000 90.00| 55.00000 495.00| 21.00000 189.00 GUARDRAIL, REMOVE | | | 0005 202-02278 315.000 m | 9.00000 2835.00| 13.33000 4198.95| 28.00000 8820.00 CURB, CONCRETE, REMOVE | | | 0006 202-51328 LUMP| 30000.00000 30000.00| 28600.90000 28600.90| 23575.00000 23575.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 2085.000 m2 | 3.50000 7297.50| 7.00000 14595.00| 5.00000 10425.00 SURFACE MILLING, ASPHALT | | | 0008 211-02060 20.000 m3 | 27.50000 550.00| 29.10000 582.00| 30.00000 600.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 406-05521 2085.000 m2 | 0.25000 521.25| 0.26000 542.10| 0.35000 729.75 ASPHALT FOR TACK COAT | | | 0010 601-04746 4.000 EACH| 4500.00000 18000.00| 5692.00000 22768.00| 6100.00000 24400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0011 601-06224 2.000 EACH| 33500.00000 67000.00| 39655.00000 79310.00| 39000.00000 78000.00 IMPACT ATTENUATOR, CR, W1, TL-2, 70 km/h| | | 0012 602-06639 171.000 m | 57.50000 9832.50| 76.00000 12996.00| 80.00000 13680.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0013 602-06729 4.000 EACH| 10.00000 40.00| 10.75000 43.00| 25.00000 100.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 462,697.20 ROUTE : SR 37 CALL ORDER : 320 CONTRACT ID : B -24013-A COUNTIES : ORANGE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1619477 |(3) 54-1342714 |ERBER & MILLIGAN CONSTR. CO.|BROWN, L.L. CONSTR. CO., INC|TRI COUNTY BUILDERS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 604-91531 188.000 m2 | 29.50000 5546.00| 49.14000 9238.32| 40.00000 7520.00 SIDEWALK, CONCRETE, 100 mm | | | 0015 605-06120 315.000 m | 28.50000 8977.50| 31.75000 10001.25| 53.50000 16852.50 CURB, CONCRETE | | | 0016 610-05527 457.000 Mg | 55.00000 25135.00| 53.95000 24655.15| 55.50000 25363.50 HMA FOR APPROACHES | | | 0017 702-51015 30.400 m3 | 460.00000 13984.00| 490.36000 14906.94| 174.00000 5289.60 CONCRETE, B, FOOTINGS | | | 0018 703-06029 14464.000 kg | 1.50000 21696.00| 1.43000 20683.52| 1.45000 20972.80 REINFORCING BARS, EPOXY COATED | | | 0019 703-97936 362.000 EACH| 15.00000 5430.00| 9.59000 3471.58| 16.00000 5792.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0020 704-51002 105.400 m3 | 540.00000 56916.00| 516.61000 54450.69| 450.00000 47430.00 CONCRETE, C, SUPERSTRUCTURE | | | 0021 706-51020 7.200 m3 | 440.00000 3168.00| 555.45000 3999.24| 940.00000 6768.00 CONCRETE, C, RAILING | | | 0022 709-51821 LUMP| 3750.00000 3750.00| 4390.00000 4390.00| 5000.00000 5000.00 SURFACE SEAL | | | 0023 715-05119 20.500 m | 65.00000 1332.50| 90.55000 1856.28| 240.00000 4920.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0024 720-44000 1.000 EACH| 250.00000 250.00| 495.00000 495.00| 800.00000 800.00 CASTING, ADJUST TO GRADE | | | 0025 720-45045 1.000 EACH| 1200.00000 1200.00| 1496.00000 1496.00| 1750.00000 1750.00 INLET, J10 | | | 0026 720-45270 2.000 EACH| 1050.00000 2100.00| 1329.00000 2658.00| 1400.00000 2800.00 PIPE CATCH BASIN, 450 mm | | | 0027 722-51852 45.000 m2 | 120.00000 5400.00| 129.15000 5811.75| 85.00000 3825.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0028 801-04308 1.000 EACH| 150.00000 150.00| 295.00000 295.00| 350.00000 350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0029 801-06207 1747.000 m | 3.10000 5415.70| 3.50000 6114.50| 3.50000 6114.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0030 801-06606 4.000 EACH| 150.00000 600.00| 225.00000 900.00| 135.00000 540.00 BARRICADE, IIIB | | | 0031 801-06640 26.000 EACH| 130.00000 3380.00| 125.00000 3250.00| 110.00000 2860.00 CONSTRUCTION SIGN, A | | | 0032 801-06645 2.000 EACH| 40.00000 80.00| 60.00000 120.00| 60.00000 120.00 CONSTRUCTION SIGN, B | | | 0033 801-06775 LUMP| 7500.00000 7500.00| 8945.00000 8945.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 462,697.20 ROUTE : SR 37 CALL ORDER : 320 CONTRACT ID : B -24013-A COUNTIES : ORANGE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1619477 |(3) 54-1342714 |ERBER & MILLIGAN CONSTR. CO.|BROWN, L.L. CONSTR. CO., INC|TRI COUNTY BUILDERS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 806-01851 LUMP| 15000.00000 15000.00| 18600.00000 18600.00| 19000.00000 19000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0035 808-01184 95.000 m | 2.50000 237.50| 1.25000 118.75| 2.00000 190.00 LINE, PAINT, BROKEN, YELLOW, 125 mm | | | 0036 808-06714 380.000 m | 2.00000 760.00| 1.25000 475.00| 2.00000 760.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0037 808-06716 75.000 m | 2.75000 206.25| 3.75000 281.25| 3.00000 225.00 LINE, REMOVE | | | SECTION TOTALS | $ 355,380.70| $ 398,188.17| $ 401,662.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 355,380.70| $ 398,188.17| $ 401,662.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 462,697.20 ROUTE : SR 37 CALL ORDER : 320 CONTRACT ID : B -24013-A COUNTIES : ORANGE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-2040801 |(6) 35-1618530 |TD & O LLC |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 10.000 MOS | 950.00000 9500.00| 1500.00000 15000.00| 1500.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 5300.00000 5300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20265.53000 20265.53| 21000.00000 21000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 9.000 m | 55.00000 495.00| 50.00000 450.00| 35.00000 315.00 GUARDRAIL, REMOVE | | | 0005 202-02278 315.000 m | 12.50000 3937.50| 18.00000 5670.00| 10.00000 3150.00 CURB, CONCRETE, REMOVE | | | 0006 202-51328 LUMP| 32500.00000 32500.00| 47000.00000 47000.00| 53290.00000 53290.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 2085.000 m2 | 2.48000 5170.80| 5.00000 10425.00| 4.00000 8340.00 SURFACE MILLING, ASPHALT | | | 0008 211-02060 20.000 m3 | 25.00000 500.00| 60.00000 1200.00| 54.00000 1080.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 406-05521 2085.000 m2 | 0.44000 917.40| 0.22000 458.70| 0.25000 521.25 ASPHALT FOR TACK COAT | | | 0010 601-04746 4.000 EACH| 5528.60000 22114.40| 5026.00000 20104.00| 6500.00000 26000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0011 601-06224 2.000 EACH| 35602.75000 71205.50| 32955.00000 65910.00| 38000.00000 76000.00 IMPACT ATTENUATOR, CR, W1, TL-2, 70 km/h| | | 0012 602-06639 171.000 m | 90.00000 15390.00| 80.00000 13680.00| 95.00000 16245.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0013 602-06729 4.000 EACH| 11.00000 44.00| 8.00000 32.00| 7.00000 28.00 BARRIER DELINEATOR | | | 0014 604-91531 188.000 m2 | 28.50000 5358.00| 50.00000 9400.00| 50.00000 9400.00 SIDEWALK, CONCRETE, 100 mm | | | 0015 605-06120 315.000 m | 54.00000 17010.00| 32.00000 10080.00| 75.00000 23625.00 CURB, CONCRETE | | | 0016 610-05527 457.000 Mg | 91.51000 41820.07| 48.20000 22027.40| 50.00000 22850.00 HMA FOR APPROACHES | | | 0017 702-51015 30.400 m3 | 400.00000 12160.00| 450.00000 13680.00| 450.00000 13680.00 CONCRETE, B, FOOTINGS | | | 0018 703-06029 14464.000 kg | 1.25000 18080.00| 1.60000 23142.40| 1.30000 18803.20 REINFORCING BARS, EPOXY COATED | | | 0019 703-97936 362.000 EACH| 10.00000 3620.00| 8.00000 2896.00| 18.00000 6516.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0020 704-51002 105.400 m3 | 675.00000 71145.00| 750.00000 79050.00| 625.00000 65875.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 462,697.20 ROUTE : SR 37 CALL ORDER : 320 CONTRACT ID : B -24013-A COUNTIES : ORANGE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-2040801 |(6) 35-1618530 |TD & O LLC |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 706-51020 7.200 m3 | 400.00000 2880.00| 650.00000 4680.00| 660.00000 4752.00 CONCRETE, C, RAILING | | | 0022 709-51821 LUMP| 5000.00000 5000.00| 4045.00000 4045.00| 3500.00000 3500.00 SURFACE SEAL | | | 0023 715-05119 20.500 m | 150.00000 3075.00| 225.00000 4612.50| 99.00000 2029.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0024 720-44000 1.000 EACH| 250.00000 250.00| 1200.00000 1200.00| 1000.00000 1000.00 CASTING, ADJUST TO GRADE | | | 0025 720-45045 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| 1375.00000 1375.00 INLET, J10 | | | 0026 720-45270 2.000 EACH| 750.00000 1500.00| 1400.00000 2800.00| 1300.00000 2600.00 PIPE CATCH BASIN, 450 mm | | | 0027 722-51852 45.000 m2 | 55.00000 2475.00| 500.00000 22500.00| 100.00000 4500.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0028 801-04308 1.000 EACH| 300.00000 300.00| 250.00000 250.00| 115.00000 115.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0029 801-06207 1747.000 m | 3.30000 5765.10| 3.00000 5241.00| 3.20000 5590.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0030 801-06606 4.000 EACH| 220.00000 880.00| 200.00000 800.00| 110.00000 440.00 BARRICADE, IIIB | | | 0031 801-06640 26.000 EACH| 110.00000 2860.00| 100.00000 2600.00| 110.00000 2860.00 CONSTRUCTION SIGN, A | | | 0032 801-06645 2.000 EACH| 44.00000 88.00| 40.00000 80.00| 42.00000 84.00 CONSTRUCTION SIGN, B | | | 0033 801-06775 LUMP| 15000.00000 15000.00| 6000.00000 6000.00| 6700.00000 6700.00 MAINTAINING TRAFFIC | | | 0034 806-01851 LUMP| 16000.00000 16000.00| 15500.00000 15500.00| 16000.00000 16000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0035 808-01184 95.000 m | 1.00000 95.00| 0.92000 87.40| 2.75000 261.25 LINE, PAINT, BROKEN, YELLOW, 125 mm | | | 0036 808-06714 380.000 m | 1.00000 380.00| 0.92000 349.60| 2.50000 950.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0037 808-06716 75.000 m | 3.30000 247.50| 3.00000 225.00| 2.75000 206.25 LINE, REMOVE | | | SECTION TOTALS | $ 414,528.80| $ 438,676.00| $ 440,981.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,528.80| $ 438,676.00| $ 440,981.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 721,906.35 ROUTE : SR 227 CALL ORDER : 330 CONTRACT ID : B -24579-B COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5189001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION $ 671,432.30 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 704,479.74 104.9219% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 750,511.31 111.7776% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1817530 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1066.07000 9594.63| 1200.00000 10800.00| 2000.00000 18000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11800.00000 11800.00| 10000.00000 10000.00| 10500.00000 10500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 46889.83000 46889.83| 35000.00000 35000.00| 37500.00000 37500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25455.57000 25455.57| 25000.00000 25000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 33345.97000 33345.97| 38500.00000 38500.00| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 180.000 m2 | 14.88000 2678.40| 18.00000 3240.00| 14.20000 2556.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 538.000 m3 | 18.52000 9963.76| 35.00000 18830.00| 15.00000 8070.00 EXCAVATION, COMMON | | | 0008 203-02070 2069.000 m3 | 13.79000 28531.51| 20.00000 41380.00| 18.00000 37242.00 BORROW | | | 0009 203-51223 376.000 m3 | 11.86000 4459.36| 21.00000 7896.00| 15.00000 5640.00 EXCAVATION, WATERWAY | | | 0010 205-02224 200.000 m | 6.60000 1320.00| 5.25000 1050.00| 8.85000 1770.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 70.000 m | 62.38000 4366.60| 30.00000 2100.00| 29.70000 2079.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 2.000 EACH| 95.00000 190.00| 61.00000 122.00| 88.50000 177.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 2.000 EACH| 90.00000 180.00| 61.00000 122.00| 88.50000 177.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 721,906.35 ROUTE : SR 227 CALL ORDER : 330 CONTRACT ID : B -24579-B COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1817530 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51215 56.600 m3 | 147.77000 8363.78| 200.00000 11320.00| 185.00000 10471.00 EXCAVATION, X | | | 0015 206-51220 3.300 m3 | 35.11000 115.86| 200.00000 660.00| 1000.00000 3300.00 EXCAVATION, WET | | | 0016 211-02060 233.000 m3 | 36.91000 8600.03| 12.00000 2796.00| 36.50000 8504.50 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 14.000 m3 | 56.75000 794.50| 130.00000 1820.00| 80.00000 1120.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 1125.000 Mg | 14.90000 16762.50| 15.10000 16987.50| 20.00000 22500.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 940.000 Mg | 46.50000 43710.00| 51.25000 48175.00| 55.00000 51700.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 390.000 Mg | 53.75000 20962.50| 53.80000 20982.00| 55.00000 21450.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 194.000 Mg | 70.00000 13580.00| 68.00000 13192.00| 60.00000 11640.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 78.000 Mg | 68.00000 5304.00| 66.00000 5148.00| 60.00000 4680.00 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05511 431.000 m2 | 5.98000 2577.38| 4.55000 1961.05| 3.60000 1551.60 SEAL COAT, 2 | | | 0024 404-05514 120.400 m2 | 8.00000 963.20| 18.75000 2257.50| 9.00000 1083.60 SEAL COAT, 5 | | | 0025 405-05517 0.700 Mg | 500.00000 350.00| 845.00000 591.50| 300.00000 210.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 1.300 Mg | 300.00000 390.00| 268.00000 348.40| 300.00000 390.00 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1325.00000 5300.00| 1205.00000 4820.00| 1360.00000 5440.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01700 1.000 EACH| 1800.00000 1800.00| 1730.00000 1730.00| 2065.00000 2065.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01740 2.000 EACH| 1800.00000 3600.00| 1730.00000 3460.00| 2065.00000 4130.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0031 601-99105 215.265 m | 35.45000 7631.14| 33.50000 7211.38| 38.50000 8287.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06729 4.000 EACH| 100.00000 400.00| 10.55000 42.20| 20.00000 80.00 BARRIER DELINEATOR | | | 0033 610-06257 175.300 m2 | 77.41000 13569.97| 71.00000 12446.30| 65.00000 11394.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 721,906.35 ROUTE : SR 227 CALL ORDER : 330 CONTRACT ID : B -24579-B COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1817530 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 611-06497 2.000 EACH| 165.00000 330.00| 125.00000 250.00| 145.00000 290.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 611-06498 1.000 EACH| 225.00000 225.00| 170.00000 170.00| 190.00000 190.00 MAILBOX ASSEMBLY, DOUBLE | | | 0036 615-06490 19.000 EACH| 112.00000 2128.00| 110.00000 2090.00| 130.00000 2470.00 RIGHT OF WAY MARKER | | | 0037 615-06505 4.000 EACH| 430.00000 1720.00| 470.00000 1880.00| 530.00000 2120.00 MONUMENT, B | | | 0038 615-06510 1.000 EACH| 420.00000 420.00| 370.00000 370.00| 415.00000 415.00 MONUMENT, C | | | 0039 616-02320 893.000 m2 | 2.21000 1973.53| 2.50000 2232.50| 3.50000 3125.50 GEOTEXTILES | | | 0040 616-06405 683.000 Mg | 22.36000 15271.88| 27.00000 18441.00| 20.00000 13660.00 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH| 660.00000 1320.00| 415.00000 830.00| 825.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 0.450 Mg | 750.00000 337.50| 575.00000 258.75| 785.00000 353.25 FERTILIZER | | | 0043 621-06548 4.500 kg | 54.00000 243.00| 45.00000 202.50| 65.00000 292.50 SEED MIXTURE, CV | | | 0044 621-06553 76.000 kg | 9.55000 725.80| 6.00000 456.00| 10.65000 809.40 SEED MIXTURE, R | | | 0045 621-06557 36.000 kg | 12.25000 441.00| 12.00000 432.00| 14.00000 504.00 SEED MIXTURE, T | | | 0046 621-06565 3.600 Mg | 505.00000 1818.00| 430.00000 1548.00| 600.00000 2160.00 MULCHING MATERIAL | | | 0047 621-06567 6.500 kL | 1.00000 6.50| 2.60000 16.90| 0.65000 4.23 WATER | | | 0048 621-06574 349.000 m2 | 3.90000 1361.10| 4.00000 1396.00| 9.45000 3298.05 SODDING | | | 0049 622-52436 5.000 EACH| 30.00000 150.00| 22.00000 110.00| 29.50000 147.50 SIGN, DO NOT MOW OR SPRAY | | | 0050 622-91786 160.000 EACH| 12.55000 2008.00| 9.00000 1440.00| 10.00000 1600.00 SEEDLING | | | 0051 701-51190 46.700 m | 281.15000 13129.71| 230.00000 10741.00| 320.00000 14944.00 PILE, STEEL H, HP 250 X 62 | | | 0052 701-91792 10.000 EACH| 153.86000 1538.60| 75.00000 750.00| 115.00000 1150.00 PILE TIP, STEEL H | | | 0053 701-92043 15.000 m | 902.69000 13540.35| 2500.00000 37500.00| 1060.00000 15900.00 CORED HOLE IN ROCK, 457 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 721,906.35 ROUTE : SR 227 CALL ORDER : 330 CONTRACT ID : B -24579-B COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1817530 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 702-51005 54.000 m3 | 652.59000 35239.86| 790.00000 42660.00| 640.00000 34560.00 CONCRETE, A, SUBSTRUCTURE | | | 0055 702-51015 26.200 m3 | 386.33000 10121.85| 220.00000 5764.00| 450.00000 11790.00 CONCRETE, B, FOOTINGS | | | 0056 703-51030 5160.000 kg | 1.05000 5418.00| 1.05000 5418.00| 1.60000 8256.00 REINFORCING STEEL | | | 0057 703-51032 18425.000 kg | 1.21000 22294.25| 1.15000 21188.75| 1.65000 30401.25 REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 151.100 m3 | 551.44000 83322.58| 600.00000 90660.00| 575.00000 86882.50 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-05732 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0060 706-51025 17.500 m | 300.03000 5250.53| 125.00000 2187.50| 175.00000 3062.50 CONCRETE, C, RAILING | | | 0061 707-05966 223.700 m2 | 311.48000 69678.08| 230.00000 51451.00| 350.00000 78295.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | WS, 533 mm X 1219 mm | | | 0062 714-04802 40.700 m2 | 222.10000 9039.47| 110.00000 4477.00| 135.00000 5494.50 CONCRETE MODULAR BLOCK WALL | | | 0063 715-05171 24.000 m | 73.91000 1773.84| 185.00000 4440.00| 105.00000 2520.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0064 715-05173 77.000 m | 92.40000 7114.80| 130.00000 10010.00| 90.00000 6930.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0065 715-05407 30.000 m | 15.00000 450.00| 35.00000 1050.00| 60.00000 1800.00 PIPE, END BENT DRAIN, 150 mm | | | 0066 715-46010 3.000 EACH| 250.00000 750.00| 300.00000 900.00| 350.00000 1050.00 PIPE END SECTION, 450 mm | | | 0067 715-46020 3.000 EACH| 350.00000 1050.00| 350.00000 1050.00| 470.00000 1410.00 PIPE END SECTION, 600 mm | | | 0068 720-45025 1.000 EACH| 1500.00000 1500.00| 1300.00000 1300.00| 1800.00000 1800.00 INLET, D6 | | | 0069 720-45030 1.000 EACH| 1500.00000 1500.00| 1110.00000 1110.00| 1200.00000 1200.00 INLET, E7 | | | 0070 731-93946 40.700 m2 | 131.57000 5354.90| 240.00000 9768.00| 110.00000 4477.00 WALL ERECTION | | | 0071 731-93947 22.600 m | 50.01000 1130.23| 110.00000 2486.00| 126.00000 2847.60 LEVELING PAD, CONCRETE | | | 0072 801-06605 4.000 EACH| 85.00000 340.00| 100.00000 400.00| 295.00000 1180.00 BARRICADE, IIIA | | | 0073 801-06625 28.000 EACH| 95.00000 2660.00| 75.00000 2100.00| 75.00000 2100.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 721,906.35 ROUTE : SR 227 CALL ORDER : 330 CONTRACT ID : B -24579-B COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1817530 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 801-06645 18.000 EACH| 35.00000 630.00| 20.00000 360.00| 1.20000 21.60 CONSTRUCTION SIGN, B | | | 0075 802-05701 2.750 m | 44.04000 121.11| 31.00000 85.25| 30.70300 84.43 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0076 802-76035 0.840 m2 | 199.07000 167.22| 200.00000 168.00| 240.00000 201.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0077 804-06770 2.000 EACH| 20.00000 40.00| 25.00000 50.00| 41.50000 83.00 DELINEATOR POST | | | 0078 808-06703 707.000 m | 0.98000 692.86| 0.84000 593.88| 1.00000 707.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0079 808-06706 13.000 m | 9.50000 123.50| 15.00000 195.00| 12.00000 156.00 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0080 808-06713 102.000 m | 1.10000 112.20| 3.00000 306.00| 3.00000 306.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06714 102.000 m | 1.10000 112.20| 3.00000 306.00| 3.00000 306.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0082 808-75245 3157.000 m | 0.98000 3093.86| 0.84000 2651.88| 1.00000 3157.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0083 808-75996 15.000 EACH| 5.00000 75.00| 6.00000 90.00| 25.00000 375.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0084 808-75998 15.000 EACH| 72.50000 1087.50| 70.00000 1050.00| 71.00000 1065.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 601-94689 1.000 EACH| 3350.00000 3350.00| 3500.00000 3500.00| 4000.00000 4000.00 GUARDRAIL END TREATMENT, OS | | | SECTION TOTALS | $ 671,432.30| $ 704,479.74| $ 750,511.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 671,432.30| $ 704,479.74| $ 750,511.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,100,737.80 ROUTE : N231 CALL ORDER : 340 CONTRACT ID : B -25105-A COUNTIES : GREENE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 165 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0756022 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 1,061,403.88 100.0000% 2 35-1385672 FORCE CONSTRUCTION $ 1,079,739.10 101.7274% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,093,597.25 103.0330% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,184,426.74 111.5905% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,188,521.60 111.9763% 6 35-1878024 RAGLE, INC. $ 1,572,909.82 148.1914% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 35-1618530 |CLR, INC. |FORCE CONSTRUCTION |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 24.000 MOS | 695.00000 16680.00| 1275.18000 30604.32| 1000.00000 24000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 15000.00000 15000.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 53000.00000 53000.00| 55036.36000 55036.36| 54600.00000 54600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 153.500 m2 | 23.00000 3530.50| 33.45000 5134.58| 18.00000 2763.00 PAVEMENT, REMOVE | | | 0005 202-02241 296.000 m | 9.00000 2664.00| 10.50000 3108.00| 8.00000 2368.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 89000.00000 89000.00| 72028.95000 72028.95| 110000.00000 110000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 367.500 m2 | 4.00000 1470.00| 6.97000 2561.48| 7.00000 2572.50 SURFACE MILLING, ASPHALT | | | 0008 206-51220 239.400 m3 | 24.00000 5745.60| 234.00000 56019.60| 69.00000 16518.60 EXCAVATION, WET | | | 0009 211-06467 48.500 m3 | 65.00000 3152.50| 64.71000 3138.44| 49.00000 2376.50 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 422.400 Mg | 18.00000 7603.20| 24.00000 10137.60| 17.00000 7180.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 405-05517 1.000 Mg | 1200.00000 1200.00| 1100.00000 1100.00| 825.00000 825.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 0.400 Mg | 1700.00000 680.00| 1100.00000 440.00| 1150.00000 460.00 ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1255.00000 5020.00| 1250.00000 5000.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,100,737.80 ROUTE : N231 CALL ORDER : 340 CONTRACT ID : B -25105-A COUNTIES : GREENE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 35-1618530 |CLR, INC. |FORCE CONSTRUCTION |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-04746 1.000 EACH| 7380.00000 7380.00| 10400.00000 10400.00| 6000.00000 6000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-99105 297.180 m | 34.50000 10252.71| 34.25000 10178.42| 40.00000 11887.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 184.200 m | 70.00000 12894.00| 84.69000 15599.90| 75.75000 13953.15 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 36.000 m | 68.00000 2448.00| 133.05000 4789.80| 68.00000 2448.00 TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 28.000 EACH| 7.50000 210.00| 11.00000 308.00| 12.50000 350.00 BARRIER DELINEATOR | | | 0019 610-05527 521.200 Mg | 78.00000 40653.60| 77.00000 40132.40| 82.00000 42738.40 HMA FOR APPROACHES | | | 0020 610-06257 329.600 m2 | 61.00000 20105.60| 86.71000 28579.62| 49.00000 16150.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 616-02320 320.000 m2 | 7.50000 2400.00| 2.88000 921.60| 2.40000 768.00 GEOTEXTILES | | | 0022 616-05688 236.000 Mg | 52.00000 12272.00| 17.85000 4212.60| 25.00000 5900.00 RIPRAP, CLASS 1 | | | 0023 616-06405 280.000 Mg | 48.00000 13440.00| 16.38000 4586.40| 21.00000 5880.00 RIPRAP, REVETMENT | | | 0024 701-03753 824.600 m | 69.50000 57309.70| 93.41000 77025.89| 115.00000 94829.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0025 702-51005 161.700 m3 | 550.00000 88935.00| 472.91000 76469.55| 545.00000 88126.50 CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51015 40.300 m3 | 1860.00000 74958.00| 503.10000 20274.93| 320.00000 12896.00 CONCRETE, B, FOOTINGS | | | 0027 702-51110 1753.200 kg | 6.00000 10519.20| 5.68000 9958.18| 7.60000 13324.32 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0028 702-51863 263.000 EACH| 14.50000 3813.50| 12.00000 3156.00| 12.00000 3156.00 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-90976 11574.000 kg | 1.40000 16203.60| 1.12000 12962.88| 1.30000 15046.20 REINFORCING STEEL, GRADE 60 | | | 0030 703-96177 48147.000 kg | 1.53000 73664.91| 1.22000 58739.34| 1.50000 72220.50 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0031 703-97936 44.000 EACH| 40.00000 1760.00| 19.56000 860.64| 40.00000 1760.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-05892 247.500 m3 | 570.00000 141075.00| 578.04000 143064.90| 575.00000 142312.50 CONCRETE, QC/QA, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,100,737.80 ROUTE : N231 CALL ORDER : 340 CONTRACT ID : B -25105-A COUNTIES : GREENE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 35-1618530 |CLR, INC. |FORCE CONSTRUCTION |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 704-51002 4.900 m3 | 561.00000 2748.90| 680.38000 3333.86| 800.00000 3920.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 4.000 EACH| 1265.00000 5060.00| 1100.00000 4400.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51025 160.200 m | 105.00000 16821.00| 125.00000 20025.00| 125.00000 20025.00 CONCRETE, C, RAILING | | | 0036 707-05984 544.500 m | 354.00000 192753.00| 332.92000 181274.94| 380.00000 206910.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0037 709-51821 LUMP| 8100.00000 8100.00| 8300.00000 8300.00| 7800.00000 7800.00 SURFACE SEAL | | | 0038 715-05407 50.400 m | 25.00000 1260.00| 15.67000 789.77| 12.00000 604.80 PIPE, END BENT DRAIN, 150 mm | | | 0039 715-91361 14.400 m | 42.50000 612.00| 42.13000 606.67| 40.00000 576.00 PIPE, PVC, 150 mm | | | 0040 724-51925 40.100 m | 305.00000 12230.50| 212.47000 8520.05| 328.00000 13152.80 STRUCTURAL EXPANSION JOINT, SS | | | 0041 801-01851 LUMP| 15500.00000 15500.00| 40000.00000 40000.00| 15000.00000 15000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0042 801-06203 500.400 m | 1.90000 950.76| 1.20000 600.48| 2.00000 1000.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0043 801-06207 1400.400 m | 3.05000 4271.22| 1.20000 1680.48| 3.20000 4481.28 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06218 6.700 m | 30.00000 201.00| 25.00000 167.50| 21.00000 140.70 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0045 801-06606 2.000 EACH| 300.00000 600.00| 100.00000 200.00| 200.00000 400.00 BARRICADE, IIIB | | | 0046 801-06640 19.000 EACH| 250.00000 4750.00| 100.00000 1900.00| 190.00000 3610.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 1.000 EACH| 75.00000 75.00| 120.00000 120.00| 55.00000 55.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 11000.00000 11000.00| 22658.87000 22658.87| 21000.00000 21000.00 MAINTAINING TRAFFIC | | | 0049 808-06712 82.600 m | 2.50000 206.50| 1.20000 99.12| 1.50000 123.90 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0050 808-06713 660.400 m | 1.50000 990.60| 1.20000 792.48| 1.50000 990.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06716 547.900 m | 2.25000 1232.78| 5.00000 2739.50| 2.00000 1095.80 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,100,737.80 ROUTE : N231 CALL ORDER : 340 CONTRACT ID : B -25105-A COUNTIES : GREENE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 35-1618530 |CLR, INC. |FORCE CONSTRUCTION |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,061,403.88| $ 1,079,739.10| $ 1,093,597.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,061,403.88| $ 1,079,739.10| $ 1,093,597.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,100,737.80 ROUTE : N231 CALL ORDER : 340 CONTRACT ID : B -25105-A COUNTIES : GREENE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 |(6) 35-1878024 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 24.000 MOS | 1000.00000 24000.00| 1077.04000 25848.96| 800.00000 19200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6500.00000 6500.00| 4166.80000 4166.80| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 59426.08000 59426.08| 79500.00000 79500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 153.500 m2 | 17.00000 2609.50| 21.31000 3271.09| 26.00000 3991.00 PAVEMENT, REMOVE | | | 0005 202-02241 296.000 m | 7.50000 2220.00| 11.12000 3291.52| 7.00000 2072.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 125000.00000 125000.00| 202357.16000 202357.16| 330000.00000 330000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 367.500 m2 | 6.00000 2205.00| 7.91000 2906.93| 7.00000 2572.50 SURFACE MILLING, ASPHALT | | | 0008 206-51220 239.400 m3 | 40.00000 9576.00| 23.45000 5613.93| 100.00000 23940.00 EXCAVATION, WET | | | 0009 211-06467 48.500 m3 | 65.00000 3152.50| 38.14000 1849.79| 40.00000 1940.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 422.400 Mg | 20.00000 8448.00| 17.36000 7332.86| 25.00000 10560.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 405-05517 1.000 Mg | 800.00000 800.00| 833.64000 833.64| 800.00000 800.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 0.400 Mg | 1100.00000 440.00| 1146.02000 458.41| 1100.00000 440.00 ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1200.00000 4800.00| 1302.13000 5208.52| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 1.000 EACH| 4800.00000 4800.00| 8750.28000 8750.28| 8400.00000 8400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-99105 297.180 m | 45.15000 13417.68| 35.73000 10618.24| 34.25000 10178.42 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 184.200 m | 70.00000 12894.00| 35.96000 6623.83| 135.00000 24867.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 36.000 m | 65.00000 2340.00| 37.53000 1351.08| 135.00000 4860.00 TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 28.000 EACH| 8.00000 224.00| 11.46000 320.88| 6.00000 168.00 BARRIER DELINEATOR | | | 0019 610-05527 521.200 Mg | 77.00000 40132.40| 80.38000 41894.06| 87.00000 45344.40 HMA FOR APPROACHES | | | 0020 610-06257 329.600 m2 | 70.00000 23072.00| 58.08000 19143.17| 65.00000 21424.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 340 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,100,737.80 ROUTE : N231 CALL ORDER : 340 CONTRACT ID : B -25105-A COUNTIES : GREENE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 |(6) 35-1878024 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 616-02320 320.000 m2 | 3.00000 960.00| 4.40000 1408.00| 2.00000 640.00 GEOTEXTILES | | | 0022 616-05688 236.000 Mg | 25.00000 5900.00| 34.36000 8108.96| 25.00000 5900.00 RIPRAP, CLASS 1 | | | 0023 616-06405 280.000 Mg | 25.00000 7000.00| 27.80000 7784.00| 25.00000 7000.00 RIPRAP, REVETMENT | | | 0024 701-03753 824.600 m | 95.00000 78337.00| 103.61000 85436.81| 80.00000 65968.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0025 702-51005 161.700 m3 | 600.00000 97020.00| 607.20000 98184.24| 750.00000 121275.00 CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51015 40.300 m3 | 1500.00000 60450.00| 1260.13000 50783.24| 750.00000 30225.00 CONCRETE, B, FOOTINGS | | | 0027 702-51110 1753.200 kg | 6.00000 10519.20| 5.73000 10045.84| 6.25000 10957.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0028 702-51863 263.000 EACH| 8.00000 2104.00| 7.94000 2088.22| 12.00000 3156.00 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-90976 11574.000 kg | 1.25000 14467.50| 1.21000 14004.54| 1.60000 18518.40 REINFORCING STEEL, GRADE 60 | | | 0030 703-96177 48147.000 kg | 1.40000 67405.80| 1.39000 66924.33| 1.80000 86664.60 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0031 703-97936 44.000 EACH| 8.00000 352.00| 19.61000 862.84| 20.00000 880.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-05892 247.500 m3 | 500.00000 123750.00| 635.34000 157246.65| 750.00000 185625.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0033 704-51002 4.900 m3 | 1800.00000 8820.00| 575.60000 2820.44| 750.00000 3675.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 4.000 EACH| 1500.00000 6000.00| 1250.04000 5000.16| 900.00000 3600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51025 160.200 m | 150.00000 24030.00| 107.64000 17243.93| 90.00000 14418.00 CONCRETE, C, RAILING | | | 0036 707-05984 544.500 m | 500.00000 272250.00| 320.51000 174517.70| 615.00000 334867.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0037 709-51821 LUMP| 6990.00000 6990.00| 8594.03000 8594.03| 7670.00000 7670.00 SURFACE SEAL | | | 0038 715-05407 50.400 m | 40.00000 2016.00| 34.68000 1747.87| 30.00000 1512.00 PIPE, END BENT DRAIN, 150 mm | | | 0039 715-91361 14.400 m | 200.00000 2880.00| 49.54000 713.38| 85.00000 1224.00 PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 340 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,100,737.80 ROUTE : N231 CALL ORDER : 340 CONTRACT ID : B -25105-A COUNTIES : GREENE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 |(6) 35-1878024 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 724-51925 40.100 m | 300.00000 12030.00| 297.21000 11918.12| 300.00000 12030.00 STRUCTURAL EXPANSION JOINT, SS | | | 0041 801-01851 LUMP| 13750.00000 13750.00| 14583.80000 14583.80| 30000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0042 801-06203 500.400 m | 0.92000 460.37| 1.97000 985.79| 1.90000 950.76 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0043 801-06207 1400.400 m | 3.00000 4201.20| 3.18000 4453.27| 2.80000 3921.12 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06218 6.700 m | 16.90000 113.23| 23.92000 160.26| 16.00000 107.20 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0045 801-06606 2.000 EACH| 250.00000 500.00| 203.13000 406.26| 195.00000 390.00 BARRICADE, IIIB | | | 0046 801-06640 19.000 EACH| 140.00000 2660.00| 186.46000 3542.74| 179.00000 3401.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 1.000 EACH| 50.00000 50.00| 52.09000 52.09| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 16000.00000 16000.00| 25512.65000 25512.65| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0049 808-06712 82.600 m | 0.92000 75.99| 1.48000 122.25| 1.40000 115.64 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0050 808-06713 660.400 m | 0.92000 607.57| 1.48000 977.39| 1.40000 924.56 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06716 547.900 m | 2.00000 1095.80| 1.87000 1024.57| 1.80000 986.22 LINE, REMOVE | | | SECTION TOTALS | $ 1,184,426.74| $ 1,188,521.60| $ 1,572,909.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,184,426.74| $ 1,188,521.60| $ 1,572,909.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3554005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 844,773.80 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 883,293.80 104.5598% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 905,526.34 107.1915% 4 35-1523985 WIRTZ & YATES, INC. $ 905,675.02 107.2091% 5 35-1386990 ISOM, JACK CONSTRUCTION CO $ 940,110.84 111.2855% 6 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,020,595.86 120.8129% 7 36-2231526 WALSH CONSTR CO OF ILL $ 1,175,779.96 139.1828% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1618530 |(3) 35-2040801 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|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 105-01925 12.000 MOS | 800.00000 9600.00| 1300.00000 15600.00| 1250.00000 15000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 15000.00000 15000.00| 7750.00000 7750.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42000.00000 42000.00| 44000.00000 44000.00| 42500.00000 42500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 130.000 m2 | 16.00000 2080.00| 15.00000 1950.00| 15.00000 1950.00 PAVEMENT, REMOVE | | | 0005 202-02241 292.000 m | 18.00000 5256.00| 50.00000 14600.00| 13.00000 3796.00 GUARDRAIL, REMOVE | | | 0006 202-02277 164.000 m | 25.00000 4100.00| 15.00000 2460.00| 18.00000 2952.00 GUTTER, LIP, REMOVE | | | 0007 202-51328 LUMP| 91000.00000 91000.00| 63000.00000 63000.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 78.000 m2 | 28.00000 2184.00| 35.00000 2730.00| 75.00000 5850.00 SLOPEWALL, REMOVE | | | 0009 202-60820 132.000 m2 | 13.00000 1716.00| 18.50000 2442.00| 11.00000 1452.00 SURFACE MILLING, ASPHALT | | | 0010 206-51230 150.000 m3 | 60.00000 9000.00| 42.00000 6300.00| 35.00000 5250.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-02060 128.000 m3 | 29.00000 3712.00| 57.00000 7296.00| 55.00000 7040.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 211-06467 27.000 m3 | 90.00000 2430.00| 28.30000 764.10| 75.00000 2025.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1618530 |(3) 35-2040801 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-60900 74.000 Mg | 28.00000 2072.00| 85.00000 6290.00| 25.00000 1850.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 952.000 m2 | 0.15000 142.80| 0.15000 142.80| 0.10000 95.20 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1300.00000 5200.00| 1375.00000 5500.00| 1130.00000 4520.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 6300.00000 12600.00| 2850.00000 5700.00| 5100.00000 10200.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-06037 4.000 EACH| 560.00000 2240.00| 575.00000 2300.00| 599.00000 2396.00 GUARDRAIL END TREATMENT, I | | | 0019 601-94689 2.000 EACH| 3600.00000 7200.00| 3300.00000 6600.00| 3125.00000 6250.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 373.400 m | 34.00000 12695.60| 35.50000 13255.70| 34.50000 12882.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99123 2.000 EACH| 1950.00000 3900.00| 2300.00000 4600.00| 1995.00000 3990.00 GUARDRAIL TRANSITION, GP | | | 0022 602-06639 232.000 m | 78.00000 18096.00| 70.00000 16240.00| 70.00000 16240.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 470.000 m | 68.00000 31960.00| 60.00000 28200.00| 68.00000 31960.00 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 10.000 EACH| 6.20000 62.00| 13.00000 130.00| 7.00000 70.00 BARRIER DELINEATOR | | | 0025 610-05527 320.000 Mg | 80.00000 25600.00| 73.00000 23360.00| 65.00000 20800.00 HMA FOR APPROACHES | | | 0026 610-06257 206.800 m2 | 47.00000 9719.60| 70.00000 14476.00| 75.00000 15510.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 393.000 m2 | 4.40000 1729.20| 5.00000 1965.00| 4.00000 1572.00 GEOTEXTILES | | | 0028 616-06451 187.000 Mg | 22.00000 4114.00| 36.00000 6732.00| 30.00000 5610.00 RIPRAP, UNIFORM | | | 0029 616-51367 99.000 m2 | 26.00000 2574.00| 40.00000 3960.00| 80.00000 7920.00 SLOPEWALL, CONCRETE, 100 mm | | | 0030 701-03753 112.000 m | 130.00000 14560.00| 130.00000 14560.00| 100.00000 11200.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0031 702-51005 86.100 m3 | 510.00000 43911.00| 750.00000 64575.00| 780.00000 67158.00 CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51015 13.500 m3 | 500.00000 6750.00| 300.00000 4050.00| 750.00000 10125.00 CONCRETE, B, FOOTINGS | | | 0033 702-51863 146.000 EACH| 11.00000 1606.00| 16.00000 2336.00| 12.00000 1752.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1618530 |(3) 35-2040801 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 703-03622 116.000 EACH| 16.00000 1856.00| 14.00000 1624.00| 8.00000 928.00 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0035 703-06029 40894.000 kg | 1.40000 57251.60| 1.30000 53162.20| 1.50000 61341.00 REINFORCING BARS, EPOXY COATED | | | 0036 704-05892 170.600 m3 | 450.00000 76770.00| 630.00000 107478.00| 450.00000 76770.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0037 704-51002 20.800 m3 | 420.00000 8736.00| 600.00000 12480.00| 650.00000 13520.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51020 30.400 m3 | 500.00000 15200.00| 670.00000 20368.00| 600.00000 18240.00 CONCRETE, C, RAILING | | | 0040 708-51813 10.000 m2 | 700.00000 7000.00| 640.00000 6400.00| 640.00000 6400.00 PNEUMATICALLY PLACED MORTAR | | | 0041 708-51814 10.000 m2 | 38.00000 380.00| 40.00000 400.00| 35.00000 350.00 WELDED STEEL WIRE FABRIC | | | 0042 709-51821 LUMP| 7500.00000 7500.00| 5800.00000 5800.00| 4620.00000 4620.00 SURFACE SEAL | | | 0043 711-01786 764.000 EACH| 10.00000 7640.00| 23.00000 17572.00| 13.00000 9932.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0044 711-51038 LUMP| 204000.00000 204000.00| 185000.00000 185000.00| 234000.00000 234000.00 STRUCTURAL STEEL | | | 0045 711-51070 42.000 EACH| 65.00000 2730.00| 70.00000 2940.00| 50.00000 2100.00 ANCHOR PLATE, AP 1 | | | 0046 711-51867 375200.000 mm2 | 0.03000 11256.00| 0.03000 11256.00| 0.01000 3752.00 STRUCTURAL STEEL CUTTING | | | 0047 711-51877 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 24500.00000 24500.00 JACKING AND SUPPORTING BEAMS | | | 0048 715-05407 33.000 m | 26.00000 858.00| 55.00000 1815.00| 40.00000 1320.00 PIPE, END BENT DRAIN, 150 mm | | | 0049 801-04308 6.000 EACH| 425.00000 2550.00| 410.00000 2460.00| 375.00000 2250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06207 1442.000 m | 3.40000 4902.80| 3.50000 5047.00| 3.05000 4398.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06605 8.000 EACH| 145.00000 1160.00| 140.00000 1120.00| 125.00000 1000.00 BARRICADE, IIIA | | | 0052 801-06625 31.000 EACH| 110.00000 3410.00| 100.00000 3100.00| 89.00000 2759.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1618530 |(3) 35-2040801 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06640 31.000 EACH| 145.00000 4495.00| 140.00000 4340.00| 129.00000 3999.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 14.000 EACH| 48.00000 672.00| 50.00000 700.00| 45.00000 630.00 CONSTRUCTION SIGN, B | | | 0055 801-06710 240.000 DAY | 16.00000 3840.00| 17.00000 4080.00| 15.00000 3600.00 FLASHING ARROW SIGN | | | 0057 808-06713 396.000 m | 0.95000 376.20| 1.00000 396.00| 0.93000 368.28 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 396.000 m | 0.95000 376.20| 1.00000 396.00| 0.93000 368.28 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 140.000 m | 4.40000 616.00| 4.50000 630.00| 4.00000 560.00 LINE, REMOVE | | | 0060 808-75001 140.000 m | 2.20000 308.00| 1.25000 175.00| 1.15000 161.00 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0061 808-75996 14.000 EACH| 21.00000 294.00| 45.00000 630.00| 15.00000 210.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 14.000 EACH| 68.00000 952.00| 70.00000 980.00| 65.00000 910.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 711-96800 1596.000 EACH| 1.55000 2473.80| 2.50000 3990.00| 1.58000 2521.68 STUD SHEAR CONNECTOR | | | 0064 621-06559 1000.000 m2 | 1.40000 1400.00| 1.40000 1400.00| 1.28000 1280.00 MULCHED SEEDING, R | | | 0065 801-03291 2.000 EACH| 110.00000 220.00| 105.00000 210.00| 95.00000 190.00 CONSTRUCTION SIGN, D | | | 0066 621-06574 90.000 m2 | 26.00000 2340.00| 27.00000 2430.00| 24.25000 2182.50 SODDING | | | 0067 601-06294 2.000 EACH| 4400.00000 8800.00| 4500.00000 9000.00| 5850.00000 11700.00 IMPACT ATTENUATOR, RESET, ED, W1, 110 | | | km/h | | | SECTION TOTALS | $ 844,773.80| $ 883,293.80| $ 905,526.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 844,773.80| $ 883,293.80| $ 905,526.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1386990 |(6) 35-1381845 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 2000.00000 24000.00| 1100.00000 13200.00| 1600.00000 19200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 42000.00000 42000.00| 51000.00000 51000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 130.000 m2 | 30.00000 3900.00| 20.00000 2600.00| 20.00000 2600.00 PAVEMENT, REMOVE | | | 0005 202-02241 292.000 m | 20.00000 5840.00| 5.00000 1460.00| 20.00000 5840.00 GUARDRAIL, REMOVE | | | 0006 202-02277 164.000 m | 44.00000 7216.00| 18.00000 2952.00| 10.00000 1640.00 GUTTER, LIP, REMOVE | | | 0007 202-51328 LUMP| 85000.00000 85000.00| 85000.00000 85000.00| 132500.00000 132500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 78.000 m2 | 20.00000 1560.00| 28.00000 2184.00| 20.00000 1560.00 SLOPEWALL, REMOVE | | | 0009 202-60820 132.000 m2 | 13.00000 1716.00| 12.00000 1584.00| 14.00000 1848.00 SURFACE MILLING, ASPHALT | | | 0010 206-51230 150.000 m3 | 40.00000 6000.00| 32.00000 4800.00| 215.00000 32250.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-02060 128.000 m3 | 32.60000 4172.80| 42.00000 5376.00| 22.00000 2816.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 211-06467 27.000 m3 | 32.50000 877.50| 42.00000 1134.00| 32.00000 864.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 303-60900 74.000 Mg | 26.50000 1961.00| 22.00000 1628.00| 25.00000 1850.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 952.000 m2 | 1.00000 952.00| 2.00000 1904.00| 0.92000 875.84 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1350.00000 5400.00| 1440.00000 5760.00| 1380.00000 5520.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 6800.00000 13600.00| 11000.00000 22000.00| 7015.00000 14030.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-06037 4.000 EACH| 600.00000 2400.00| 775.00000 3100.00| 575.00000 2300.00 GUARDRAIL END TREATMENT, I | | | 0019 601-94689 2.000 EACH| 2000.00000 4000.00| 3600.00000 7200.00| 3790.00000 7580.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 373.400 m | 36.00000 13442.40| 38.00000 14189.20| 36.80000 13741.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99123 2.000 EACH| 2016.00000 4032.00| 2400.00000 4800.00| 2070.00000 4140.00 GUARDRAIL TRANSITION, GP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1386990 |(6) 35-1381845 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 602-06639 232.000 m | 72.00000 16704.00| 84.00000 19488.00| 60.00000 13920.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 470.000 m | 71.00000 33370.00| 80.00000 37600.00| 55.00000 25850.00 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 10.000 EACH| 12.00000 120.00| 12.00000 120.00| 10.00000 100.00 BARRIER DELINEATOR | | | 0025 610-05527 320.000 Mg | 120.00000 38400.00| 80.00000 25600.00| 95.00000 30400.00 HMA FOR APPROACHES | | | 0026 610-06257 206.800 m2 | 54.00000 11167.20| 55.00000 11374.00| 65.00000 13442.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 393.000 m2 | 4.78000 1878.54| 4.10000 1611.30| 3.60000 1414.80 GEOTEXTILES | | | 0028 616-06451 187.000 Mg | 31.00000 5797.00| 26.00000 4862.00| 35.00000 6545.00 RIPRAP, UNIFORM | | | 0029 616-51367 99.000 m2 | 80.00000 7920.00| 50.00000 4950.00| 70.00000 6930.00 SLOPEWALL, CONCRETE, 100 mm | | | 0030 701-03753 112.000 m | 90.00000 10080.00| 98.00000 10976.00| 140.00000 15680.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0031 702-51005 86.100 m3 | 588.50000 50669.85| 440.00000 37884.00| 780.00000 67158.00 CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51015 13.500 m3 | 521.00000 7033.50| 440.00000 5940.00| 500.00000 6750.00 CONCRETE, B, FOOTINGS | | | 0033 702-51863 146.000 EACH| 5.00000 730.00| 12.00000 1752.00| 15.00000 2190.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-03622 116.000 EACH| 14.00000 1624.00| 15.00000 1740.00| 15.00000 1740.00 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0035 703-06029 40894.000 kg | 1.15000 47028.10| 1.11000 45392.34| 1.30000 53162.20 REINFORCING BARS, EPOXY COATED | | | 0036 704-05892 170.600 m3 | 588.22000 100350.33| 625.00000 106625.00| 620.00000 105772.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0037 704-51002 20.800 m3 | 523.00000 10878.40| 650.00000 13520.00| 550.00000 11440.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1400.00000 5600.00| 1500.00000 6000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51020 30.400 m3 | 555.00000 16872.00| 475.00000 14440.00| 580.00000 17632.00 CONCRETE, C, RAILING | | | 0040 708-51813 10.000 m2 | 750.00000 7500.00| 800.00000 8000.00| 750.00000 7500.00 PNEUMATICALLY PLACED MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1386990 |(6) 35-1381845 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 708-51814 10.000 m2 | 50.00000 500.00| 75.00000 750.00| 40.00000 400.00 WELDED STEEL WIRE FABRIC | | | 0042 709-51821 LUMP| 7000.00000 7000.00| 7500.00000 7500.00| 6250.00000 6250.00 SURFACE SEAL | | | 0043 711-01786 764.000 EACH| 5.00000 3820.00| 9.00000 6876.00| 25.00000 19100.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0044 711-51038 LUMP| 190000.00000 190000.00| 195000.00000 195000.00| 193000.00000 193000.00 STRUCTURAL STEEL | | | 0045 711-51070 42.000 EACH| 35.00000 1470.00| 190.00000 7980.00| 50.00000 2100.00 ANCHOR PLATE, AP 1 | | | 0046 711-51867 375200.000 mm2 | 0.02000 7504.00| 0.04000 15008.00| 0.02000 7504.00 STRUCTURAL STEEL CUTTING | | | 0047 711-51877 LUMP| 25000.00000 25000.00| 60000.00000 60000.00| 40000.00000 40000.00 JACKING AND SUPPORTING BEAMS | | | 0048 715-05407 33.000 m | 40.00000 1320.00| 40.00000 1320.00| 35.00000 1155.00 PIPE, END BENT DRAIN, 150 mm | | | 0049 801-04308 6.000 EACH| 700.00000 4200.00| 400.00000 2400.00| 226.00000 1356.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06207 1442.000 m | 3.40000 4902.80| 3.50000 5047.00| 3.15000 4542.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06605 8.000 EACH| 250.00000 2000.00| 200.00000 1600.00| 126.00000 1008.00 BARRICADE, IIIA | | | 0052 801-06625 31.000 EACH| 120.00000 3720.00| 120.00000 3720.00| 77.00000 2387.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 31.000 EACH| 200.00000 6200.00| 160.00000 4960.00| 105.00000 3255.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 14.000 EACH| 90.00000 1260.00| 90.00000 1260.00| 47.00000 658.00 CONSTRUCTION SIGN, B | | | 0055 801-06710 240.000 DAY | 18.00000 4320.00| 25.00000 6000.00| 20.00000 4800.00 FLASHING ARROW SIGN | | | 0057 808-06713 396.000 m | 1.05000 415.80| 1.25000 495.00| 1.15000 455.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 396.000 m | 1.05000 415.80| 1.25000 495.00| 0.35000 138.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 140.000 m | 5.00000 700.00| 50.00000 7000.00| 1.15000 161.00 LINE, REMOVE | | | 0060 808-75001 140.000 m | 1.30000 182.00| 1.40000 196.00| 1.15000 161.00 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0061 808-75996 14.000 EACH| 20.00000 280.00| 25.00000 350.00| 20.00000 280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1386990 |(6) 35-1381845 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 808-75998 14.000 EACH| 100.00000 1400.00| 100.00000 1400.00| 67.00000 938.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 711-96800 1596.000 EACH| 2.00000 3192.00| 3.00000 4788.00| 6.60000 10533.60 STUD SHEAR CONNECTOR | | | 0064 621-06559 1000.000 m2 | 1.60000 1600.00| 1.25000 1250.00| 1.50000 1500.00 MULCHED SEEDING, R | | | 0065 801-03291 2.000 EACH| 190.00000 380.00| 125.00000 250.00| 76.00000 152.00 CONSTRUCTION SIGN, D | | | 0066 621-06574 90.000 m2 | 30.00000 2700.00| 8.00000 720.00| 28.00000 2520.00 SODDING | | | 0067 601-06294 2.000 EACH| 4700.00000 9400.00| 5500.00000 11000.00| 4830.00000 9660.00 IMPACT ATTENUATOR, RESET, ED, W1, 110 | | | km/h | | | SECTION TOTALS | $ 905,675.02| $ 940,110.84| $ 1,020,595.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 905,675.02| $ 940,110.84| $ 1,020,595.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 120000.00000 120000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 130.000 m2 | 35.00000 4550.00| | PAVEMENT, REMOVE | | | 0005 202-02241 292.000 m | 17.00000 4964.00| | GUARDRAIL, REMOVE | | | 0006 202-02277 164.000 m | 20.00000 3280.00| | GUTTER, LIP, REMOVE | | | 0007 202-51328 LUMP| 150000.00000 150000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 78.000 m2 | 30.00000 2340.00| | SLOPEWALL, REMOVE | | | 0009 202-60820 132.000 m2 | 11.00000 1452.00| | SURFACE MILLING, ASPHALT | | | 0010 206-51230 150.000 m3 | 40.00000 6000.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-02060 128.000 m3 | 35.00000 4480.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0012 211-06467 27.000 m3 | 65.00000 1755.00| | AGGREGATE FOR END BENT BACKFILL | | | 0013 303-60900 74.000 Mg | 21.00000 1554.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 952.000 m2 | 0.10000 95.20| | ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 6100.00000 12200.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-06037 4.000 EACH| 500.00000 2000.00| | GUARDRAIL END TREATMENT, I | | | 0019 601-94689 2.000 EACH| 3300.00000 6600.00| | GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 373.400 m | 32.00000 11948.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99123 2.000 EACH| 1800.00000 3600.00| | GUARDRAIL TRANSITION, GP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 602-06639 232.000 m | 65.00000 15080.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 470.000 m | 47.35000 22254.50| | TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 10.000 EACH| 6.00000 60.00| | BARRIER DELINEATOR | | | 0025 610-05527 320.000 Mg | 70.00000 22400.00| | HMA FOR APPROACHES | | | 0026 610-06257 206.800 m2 | 45.00000 9306.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 393.000 m2 | 2.00000 786.00| | GEOTEXTILES | | | 0028 616-06451 187.000 Mg | 38.00000 7106.00| | RIPRAP, UNIFORM | | | 0029 616-51367 99.000 m2 | 70.00000 6930.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0030 701-03753 112.000 m | 202.95000 22730.40| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0031 702-51005 86.100 m3 | 860.00000 74046.00| | CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51015 13.500 m3 | 725.00000 9787.50| | CONCRETE, B, FOOTINGS | | | 0033 702-51863 146.000 EACH| 12.00000 1752.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-03622 116.000 EACH| 18.06000 2094.96| | TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0035 703-06029 40894.000 kg | 1.25000 51117.50| | REINFORCING BARS, EPOXY COATED | | | 0036 704-05892 170.600 m3 | 775.00000 132215.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0037 704-51002 20.800 m3 | 600.00000 12480.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51020 30.400 m3 | 675.00000 20520.00| | CONCRETE, C, RAILING | | | 0040 708-51813 10.000 m2 | 640.00000 6400.00| | PNEUMATICALLY PLACED MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 708-51814 10.000 m2 | 35.00000 350.00| | WELDED STEEL WIRE FABRIC | | | 0042 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL | | | 0043 711-01786 764.000 EACH| 15.00000 11460.00| | STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0044 711-51038 LUMP| 255000.00000 255000.00| | STRUCTURAL STEEL | | | 0045 711-51070 42.000 EACH| 61.72000 2592.24| | ANCHOR PLATE, AP 1 | | | 0046 711-51867 375200.000 mm2 | 0.04000 15008.00| | STRUCTURAL STEEL CUTTING | | | 0047 711-51877 LUMP| 15000.00000 15000.00| | JACKING AND SUPPORTING BEAMS | | | 0048 715-05407 33.000 m | 16.96000 559.68| | PIPE, END BENT DRAIN, 150 mm | | | 0049 801-04308 6.000 EACH| 400.00000 2400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06207 1442.000 m | 3.25000 4686.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06605 8.000 EACH| 150.00000 1200.00| | BARRICADE, IIIA | | | 0052 801-06625 31.000 EACH| 90.00000 2790.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 31.000 EACH| 135.00000 4185.00| | CONSTRUCTION SIGN, A | | | 0054 801-06645 14.000 EACH| 50.00000 700.00| | CONSTRUCTION SIGN, B | | | 0055 801-06710 240.000 DAY | 20.00000 4800.00| | FLASHING ARROW SIGN | | | 0057 808-06713 396.000 m | 1.00000 396.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 396.000 m | 1.00000 396.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 140.000 m | 4.25000 595.00| | LINE, REMOVE | | | 0060 808-75001 140.000 m | 1.25000 175.00| | LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0061 808-75996 14.000 EACH| 5.00000 70.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 370 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,056.33 ROUTE : SR 25 CALL ORDER : 370 CONTRACT ID : B -25164-A COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 808-75998 14.000 EACH| 75.00000 1050.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 711-96800 1596.000 EACH| 1.58000 2521.68| | STUD SHEAR CONNECTOR | | | 0064 621-06559 1000.000 m2 | 0.89000 890.00| | MULCHED SEEDING, R | | | 0065 801-03291 2.000 EACH| 100.00000 200.00| | CONSTRUCTION SIGN, D | | | 0066 621-06574 90.000 m2 | 3.00000 270.00| | SODDING | | | 0067 601-06294 2.000 EACH| 5400.00000 10800.00| | IMPACT ATTENUATOR, RESET, ED, W1, 110 | | | km/h | | | SECTION TOTALS | $ 1,175,779.96| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,175,779.96| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 802,403.94 ROUTE : SR 1 CALL ORDER : 380 CONTRACT ID : B -25231-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2431003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 699,390.77 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 802,938.50 114.8054% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 838,401.25 119.8759% 4 35-1385672 FORCE CONSTRUCTION $ 840,011.70 120.1062% 5 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 846,350.20 121.0124% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 12.000 MOS | 1100.00000 13200.00| 750.00000 9000.00| 1200.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8800.00000 8800.00| 10000.00000 10000.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35200.00000 35200.00| 43000.00000 43000.00| 41000.00000 41000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 264.000 m2 | 10.00000 2640.00| 17.00000 4488.00| 17.00000 4488.00 PAVEMENT, REMOVE | | | 0005 202-02241 160.000 m | 12.00000 1920.00| 6.25000 1000.00| 5.00000 800.00 GUARDRAIL, REMOVE | | | 0006 202-02272 15.000 m | 15.00000 225.00| 28.00000 420.00| 28.00000 420.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 80174.00000 80174.00| 78000.00000 78000.00| 97000.00000 97000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 55.000 m2 | 30.00000 1650.00| 28.00000 1540.00| 80.00000 4400.00 SLOPEWALL, REMOVE | | | 0009 202-60820 372.000 m2 | 12.23000 4549.56| 6.00000 2232.00| 7.00000 2604.00 SURFACE MILLING, ASPHALT | | | 0010 203-51223 920.000 m3 | 10.00000 9200.00| 16.00000 14720.00| 17.00000 15640.00 EXCAVATION, WATERWAY | | | 0011 206-51230 320.000 m3 | 20.00000 6400.00| 60.00000 19200.00| 35.00000 11200.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-06467 27.000 m3 | 40.00000 1080.00| 85.00000 2295.00| 75.00000 2025.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 303-60900 80.000 Mg | 30.00000 2400.00| 21.00000 1680.00| 30.00000 2400.00 COMPACTED AGGREGATE FOR BASE, 0 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 802,403.94 ROUTE : SR 1 CALL ORDER : 380 CONTRACT ID : B -25231-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 501-03489 48.000 EACH| 9.00000 432.00| 17.00000 816.00| 15.00000 720.00 TIE BAR, RETROFIT | | | 0015 501-05310 14.400 m | 328.00000 4723.20| 390.00000 5616.00| 350.00000 5040.00 TERMINAL JOINT | | | 0016 502-06329 72.000 m2 | 70.00000 5040.00| 54.00000 3888.00| 75.00000 5400.00 PCCP, 300 mm | | | 0017 601-01522 4.000 EACH| 1380.00000 5520.00| 1300.00000 5200.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 4.000 EACH| 3565.00000 14260.00| 3300.00000 13200.00| 3100.00000 12400.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 2415.00000 2415.00| 2300.00000 2300.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 141.000 m | 36.80000 5188.80| 34.00000 4794.00| 32.00000 4512.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 152.000 m | 59.05000 8975.60| 98.00000 14896.00| 85.00000 12920.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 8.000 EACH| 8.00000 64.00| 8.20000 65.60| 7.00000 56.00 BARRIER DELINEATOR | | | 0023 610-05527 184.000 Mg | 118.28000 21763.52| 125.00000 23000.00| 102.85000 18924.40 HMA FOR APPROACHES | | | 0024 610-06259 218.800 m2 | 70.00000 15316.00| 59.00000 12909.20| 70.00000 15316.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 616-02305 415.000 m3 | 109.71000 45529.65| 140.00000 58100.00| 125.00000 51875.00 GABIONS | | | 0026 616-02320 290.000 m2 | 2.00000 580.00| 4.80000 1392.00| 3.00000 870.00 GEOTEXTILES | | | 0027 616-05688 194.000 Mg | 22.00000 4268.00| 22.00000 4268.00| 28.00000 5432.00 RIPRAP, CLASS 1 | | | 0028 616-06451 30.000 Mg | 22.00000 660.00| 27.00000 810.00| 28.00000 840.00 RIPRAP, UNIFORM | | | 0029 616-06455 55.000 m2 | 60.00000 3300.00| 51.00000 2805.00| 75.00000 4125.00 SLOPEWALL | | | 0030 621-06574 70.000 m2 | 31.76000 2223.20| 31.00000 2170.00| 27.62000 1933.40 SODDING | | | 0031 701-03753 104.000 m | 92.00000 9568.00| 290.00000 30160.00| 125.00000 13000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0032 702-51005 93.800 m3 | 651.00000 61063.80| 510.00000 47838.00| 650.00000 60970.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 802,403.94 ROUTE : SR 1 CALL ORDER : 380 CONTRACT ID : B -25231-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-51015 29.200 m3 | 353.00000 10307.60| 310.00000 9052.00| 500.00000 14600.00 CONCRETE, B, FOOTINGS | | | 0034 702-51100 54.000 kg | 4.41000 238.14| 7.50000 405.00| 6.00000 324.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0035 702-51110 292.000 kg | 3.64000 1062.88| 3.40000 992.80| 5.00000 1460.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0036 702-51863 124.000 EACH| 5.00000 620.00| 12.00000 1488.00| 7.00000 868.00 FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-03622 132.000 EACH| 11.00000 1452.00| 18.00000 2376.00| 8.00000 1056.00 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0038 703-06029 37156.000 kg | 1.25000 46445.00| 1.45000 53876.20| 1.60000 59449.60 REINFORCING BARS, EPOXY COATED | | | 0039 703-97703 546.000 EACH| 9.35000 5105.10| 10.00000 5460.00| 9.00000 4914.00 THREADED BAR SPLICE, EPOXY COATED | | | 0040 704-05892 146.500 m3 | 644.00000 94346.00| 580.00000 84970.00| 550.00000 80575.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0041 704-51002 20.600 m3 | 644.00000 13266.40| 380.00000 7828.00| 1000.00000 20600.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1400.00000 5600.00| 1250.00000 5000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 22.200 m3 | 390.00000 8658.00| 450.00000 9990.00| 600.00000 13320.00 CONCRETE, C, RAILING | | | 0044 707-05983 365.300 m | 240.31000 87785.24| 388.00000 141736.40| 450.00000 164385.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0045 709-51821 LUMP| 3572.40000 3572.40| 6000.00000 6000.00| 3840.00000 3840.00 SURFACE SEAL | | | 0046 711-51075 32.000 EACH| 50.00000 1600.00| 80.00000 2560.00| 75.00000 2400.00 ANCHOR PLATE, AP2 | | | 0047 715-05407 36.000 m | 16.50000 594.00| 29.00000 1044.00| 40.00000 1440.00 PIPE, END BENT DRAIN, 150 mm | | | 0048 801-06207 2002.000 m | 3.74000 7487.48| 3.30000 6606.60| 3.25000 6506.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06640 25.000 EACH| 92.00000 2300.00| 125.00000 3125.00| 80.00000 2000.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 7963.00000 7963.00| 16000.00000 16000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0051 806-01851 LUMP| 16800.00000 16800.00| 16400.00000 16400.00| 14959.00000 14959.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 380 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 802,403.94 ROUTE : SR 1 CALL ORDER : 380 CONTRACT ID : B -25231-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06712 55.000 m | 1.38000 75.90| 0.90000 49.50| 1.20000 66.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 380.000 m | 1.38000 524.40| 0.90000 342.00| 1.20000 456.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 190.000 m | 1.38000 262.20| 0.90000 171.00| 1.20000 228.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-06716 339.000 m | 1.90000 644.10| 3.20000 1084.80| 1.65000 559.35 LINE, REMOVE | | | 0057 801-06218 7.200 m | 23.00000 165.60| 22.00000 158.40| 20.00000 144.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0058 801-97643 260.000 m | 16.10000 4186.00| 17.00000 4420.00| 14.00000 3640.00 TEMPORARY BUZZ STRIPS | | | SECTION TOTALS | $ 699,390.77| $ 802,938.50| $ 838,401.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 699,390.77| $ 802,938.50| $ 838,401.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 380 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 802,403.94 ROUTE : SR 1 CALL ORDER : 380 CONTRACT ID : B -25231-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1618530 | |FORCE CONSTRUCTION |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 12.000 MOS | 1396.12000 16753.44| 1200.00000 14400.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6650.00000 6650.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42679.05000 42679.05| 42000.00000 42000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 264.000 m2 | 9.39000 2478.96| 10.00000 2640.00| PAVEMENT, REMOVE | | | 0005 202-02241 160.000 m | 18.75000 3000.00| 20.00000 3200.00| GUARDRAIL, REMOVE | | | 0006 202-02272 15.000 m | 44.38000 665.70| 25.00000 375.00| PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 77658.12000 77658.12| 70000.00000 70000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 55.000 m2 | 58.96000 3242.80| 30.00000 1650.00| SLOPEWALL, REMOVE | | | 0009 202-60820 372.000 m2 | 3.50000 1302.00| 10.00000 3720.00| SURFACE MILLING, ASPHALT | | | 0010 203-51223 920.000 m3 | 10.32000 9494.40| 9.00000 8280.00| EXCAVATION, WATERWAY | | | 0011 206-51230 320.000 m3 | 26.90000 8608.00| 60.00000 19200.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-06467 27.000 m3 | 77.14000 2082.78| 45.00000 1215.00| AGGREGATE FOR END BENT BACKFILL | | | 0013 303-60900 80.000 Mg | 53.42000 4273.60| 27.00000 2160.00| COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 501-03489 48.000 EACH| 11.19000 537.12| 25.00000 1200.00| TIE BAR, RETROFIT | | | 0015 501-05310 14.400 m | 346.68000 4992.19| 425.00000 6120.00| TERMINAL JOINT | | | 0016 502-06329 72.000 m2 | 105.79000 7616.88| 120.00000 8640.00| PCCP, 300 mm | | | 0017 601-01522 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 4.000 EACH| 3100.00000 12400.00| 3200.00000 12800.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 2100.00000 2100.00| 2200.00000 2200.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 380 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 802,403.94 ROUTE : SR 1 CALL ORDER : 380 CONTRACT ID : B -25231-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1618530 | |FORCE CONSTRUCTION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 141.000 m | 32.00000 4512.00| 33.00000 4653.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 152.000 m | 94.96000 14433.92| 110.00000 16720.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 8.000 EACH| 7.00000 56.00| 9.50000 76.00| BARRIER DELINEATOR | | | 0023 610-05527 184.000 Mg | 102.85000 18924.40| 105.00000 19320.00| HMA FOR APPROACHES | | | 0024 610-06259 218.800 m2 | 75.11000 16434.07| 95.00000 20786.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 616-02305 415.000 m3 | 153.10000 63536.50| 100.00000 41500.00| GABIONS | | | 0026 616-02320 290.000 m2 | 2.28000 661.20| 3.25000 942.50| GEOTEXTILES | | | 0027 616-05688 194.000 Mg | 25.67000 4979.98| 25.00000 4850.00| RIPRAP, CLASS 1 | | | 0028 616-06451 30.000 Mg | 56.47000 1694.10| 35.00000 1050.00| RIPRAP, UNIFORM | | | 0029 616-06455 55.000 m2 | 108.05000 5942.75| 55.00000 3025.00| SLOPEWALL | | | 0030 621-06574 70.000 m2 | 27.62000 1933.40| 28.00000 1960.00| SODDING | | | 0031 701-03753 104.000 m | 266.24000 27688.96| 220.00000 22880.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0032 702-51005 93.800 m3 | 574.19000 53859.02| 850.00000 79730.00| CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51015 29.200 m3 | 615.72000 17979.02| 350.00000 10220.00| CONCRETE, B, FOOTINGS | | | 0034 702-51100 54.000 kg | 5.21000 281.34| 12.00000 648.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0035 702-51110 292.000 kg | 5.00000 1460.00| 4.00000 1168.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0036 702-51863 124.000 EACH| 10.14000 1257.36| 25.00000 3100.00| FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-03622 132.000 EACH| 16.76000 2212.32| 18.00000 2376.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0038 703-06029 37156.000 kg | 1.31000 48674.36| 1.50000 55734.00| REINFORCING BARS, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 380 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 802,403.94 ROUTE : SR 1 CALL ORDER : 380 CONTRACT ID : B -25231-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1618530 | |FORCE CONSTRUCTION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-97703 546.000 EACH| 17.58000 9598.68| 14.00000 7644.00| THREADED BAR SPLICE, EPOXY COATED | | | 0040 704-05892 146.500 m3 | 903.16000 132312.94| 700.00000 102550.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0041 704-51002 20.600 m3 | 867.75000 17875.65| 650.00000 13390.00| CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 22.200 m3 | 568.65000 12624.03| 500.00000 11100.00| CONCRETE, C, RAILING | | | 0044 707-05983 365.300 m | 266.66000 97410.90| 350.00000 127855.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0045 709-51821 LUMP| 4320.00000 4320.00| 4500.00000 4500.00| SURFACE SEAL | | | 0046 711-51075 32.000 EACH| 75.57000 2418.24| 175.00000 5600.00| ANCHOR PLATE, AP2 | | | 0047 715-05407 36.000 m | 24.95000 898.20| 40.00000 1440.00| PIPE, END BENT DRAIN, 150 mm | | | 0048 801-06207 2002.000 m | 3.11000 6226.22| 3.50000 7007.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06640 25.000 EACH| 120.00000 3000.00| 100.00000 2500.00| CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0051 806-01851 LUMP| 20500.00000 20500.00| 22000.00000 22000.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0053 808-06712 55.000 m | 0.75000 41.25| 1.25000 68.75| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 380.000 m | 0.75000 285.00| 1.25000 475.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 190.000 m | 0.75000 142.50| 1.25000 237.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-06716 339.000 m | 2.00000 678.00| 1.75000 593.25| LINE, REMOVE | | | 0057 801-06218 7.200 m | 18.66000 134.35| 21.00000 151.20| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0058 801-97643 260.000 m | 16.50000 4290.00| 15.00000 3900.00| TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 380 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 802,403.94 ROUTE : SR 1 CALL ORDER : 380 CONTRACT ID : B -25231-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1618530 | |FORCE CONSTRUCTION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 840,011.70| $ 846,350.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 840,011.70| $ 846,350.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 255,298.60 ROUTE : SR 38 CALL ORDER : 390 CONTRACT ID : B -25233-A COUNTIES : HENRY LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4233004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 245,194.62 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 252,982.99 103.1764% 3 35-1212938 ATLAS EXCAVATING, INC. $ 263,663.80 107.5324% 4 35-1447641 STRUCTURE CONTRACTORS $ 275,221.24 112.2460% 5 35-1663068 SIMS & PEDIGO COMPANY $ 277,254.90 113.0754% 6 35-1912582 EDSAM CONSTRUCTION, INC. $ 296,964.23 121.1136% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 299,650.83 122.2093% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1212938 |ERBER & MILLIGAN CONSTR. CO.|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 5.000 MOS | 1000.00000 5000.00| 1200.00000 6000.00| 750.00000 3750.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 50.00000 50.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11750.00000 11750.00| 12600.00000 12600.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 203.000 m2 | 20.00000 4060.00| 14.00000 2842.00| 20.00000 4060.00 PAVEMENT, REMOVE | | | 0005 202-02241 170.680 m | 14.00000 2389.52| 13.25000 2261.51| 6.25000 1066.75 GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 200.00000 400.00| 125.00000 250.00| 225.00000 450.00 HEADWALL, REMOVE | | | 0007 202-02272 9.000 m | 20.00000 180.00| 15.00000 135.00| 29.00000 261.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-02274 32.000 m | 16.00000 512.00| 6.00000 192.00| 21.00000 672.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0009 202-51133 36.000 m | 5.00000 180.00| 1.00000 36.00| 10.00000 360.00 RAILING, REMOVE | | | 0010 202-51328 LUMP| 23500.00000 23500.00| 22400.00000 22400.00| 31000.00000 31000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 303-52308 157.900 Mg | 24.00000 3789.60| 24.00000 3789.60| 17.00000 2684.30 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 404-05511 405.000 m2 | 4.50000 1822.50| 4.60000 1863.00| 4.10000 1660.50 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 255,298.60 ROUTE : SR 38 CALL ORDER : 390 CONTRACT ID : B -25233-A COUNTIES : HENRY LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1212938 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 406-05521 220.000 m2 | 0.25000 55.00| 0.12000 26.40| 0.15000 33.00 ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1250.00000 5000.00| 1380.00000 5520.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-04746 2.000 EACH| 4750.00000 9500.00| 6555.00000 13110.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-94689 4.000 EACH| 3400.00000 13600.00| 3680.00000 14720.00| 3500.00000 14000.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 1.000 EACH| 2100.00000 2100.00| 2530.00000 2530.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 129.540 m | 35.00000 4533.90| 40.25000 5213.99| 35.00000 4533.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 18.000 m | 65.00000 1170.00| 99.00000 1782.00| 100.00000 1800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 81.000 m | 57.50000 4657.50| 92.00000 7452.00| 75.00000 6075.00 TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 12.000 EACH| 7.50000 90.00| 10.00000 120.00| 8.00000 96.00 BARRIER DELINEATOR | | | 0022 607-98211 5.000 m2 | 40.00000 200.00| 30.00000 150.00| 39.00000 195.00 GUTTER TURNOUT, REMOVE | | | 0023 610-05527 225.500 Mg | 100.00000 22550.00| 103.39000 23314.45| 115.00000 25932.50 HMA FOR APPROACHES | | | 0024 610-06257 209.000 m2 | 57.50000 12017.50| 70.00000 14630.00| 52.00000 10868.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 872.000 m2 | 3.00000 2616.00| 2.00000 1744.00| 5.20000 4534.40 GEOTEXTILES | | | 0026 616-06405 825.800 Mg | 28.50000 23535.30| 28.00000 23122.40| 23.00000 18993.40 RIPRAP, REVETMENT | | | 0027 702-51863 292.000 EACH| 10.00000 2920.00| 6.00000 1752.00| 11.00000 3212.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-01540 28.000 EACH| 12.00000 336.00| 12.00000 336.00| 17.50000 490.00 THREADED TIE BAR ASSEMBLY | | | 0029 703-51030 2971.000 kg | 1.60000 4753.60| 1.21000 3594.91| 1.55000 4605.05 REINFORCING STEEL | | | 0030 703-51032 1490.000 kg | 1.80000 2682.00| 1.76000 2622.40| 1.60000 2384.00 REINFORCING STEEL, EPOXY COATED | | | 0031 706-05732 4.000 EACH| 1100.00000 4400.00| 1400.00000 5600.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 42.000 m | 140.00000 5880.00| 138.00000 5796.00| 120.00000 5040.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 255,298.60 ROUTE : SR 38 CALL ORDER : 390 CONTRACT ID : B -25233-A COUNTIES : HENRY LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1212938 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 709-51821 LUMP| 2750.00000 2750.00| 1500.00000 1500.00| 3200.00000 3200.00 SURFACE SEAL | | | 0034 715-46000 2.000 EACH| 240.00000 480.00| 151.00000 302.00| 200.00000 400.00 PIPE END SECTION, 300 mm | | | 0035 720-44070 2.000 EACH| 650.00000 1300.00| 500.00000 1000.00| 900.00000 1800.00 CASTING, 13, FURNISH AND ADJUST TO GRADE| | | 0036 722-51401 5.000 m2 | 180.00000 900.00| 108.00000 540.00| 450.00000 2250.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0037 722-51842 257.000 m2 | 68.50000 17604.50| 78.86000 20267.02| 72.00000 18504.00 BRIDGE DECK OVERLAY | | | 0038 722-51846 2.600 m3 | 395.00000 1027.00| 395.00000 1027.00| 395.00000 1027.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 37.000 m2 | 100.00000 3700.00| 86.00000 3182.00| 125.00000 4625.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0040 722-60824 246.000 m2 | 12.50000 3075.00| 18.00000 4428.00| 7.50000 1845.00 SURFACE MILLING | | | 0041 801-01851 LUMP| 15000.00000 15000.00| 20688.00000 20688.00| 17000.00000 17000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0042 801-06203 74.000 m | 2.50000 185.00| 2.30000 170.20| 2.20000 162.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0043 801-06207 1510.000 m | 3.20000 4832.00| 3.58000 5405.80| 3.40000 5134.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06218 14.400 m | 20.00000 288.00| 21.45000 308.88| 21.00000 302.40 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0045 801-06606 4.000 EACH| 100.00000 400.00| 81.00000 324.00| 85.00000 340.00 BARRICADE, IIIB | | | 0046 801-06640 18.000 EACH| 80.00000 1440.00| 69.00000 1242.00| 100.00000 1800.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 5.000 EACH| 40.00000 200.00| 40.00000 200.00| 38.00000 190.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 12500.00000 12500.00| 5472.00000 5472.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0049 808-06712 59.000 m | 2.50000 147.50| 2.59000 152.81| 2.40000 141.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0050 808-06713 342.000 m | 0.50000 171.00| 0.46000 157.32| 0.50000 171.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06716 461.000 m | 2.20000 1014.20| 2.30000 1060.30| 2.20000 1014.20 LINE, REMOVE | | | SECTION TOTALS | $ 245,194.62| $ 252,982.99| $ 263,663.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 245,194.62| $ 252,982.99| $ 263,663.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 390 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 255,298.60 ROUTE : SR 38 CALL ORDER : 390 CONTRACT ID : B -25233-A COUNTIES : HENRY LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1663068 |(6) 35-1912582 |STRUCTURE CONTRACTORS |SIMS & PEDIGO COMPANY |EDSAM CONSTRUCTION, 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 5.000 MOS | 1200.00000 6000.00| 1400.00000 7000.00| 1210.00000 6050.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 10300.00000 10300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13700.00000 13700.00| 18900.00000 18900.00| 20400.00000 20400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 203.000 m2 | 30.00000 6090.00| 40.00000 8120.00| 22.00000 4466.00 PAVEMENT, REMOVE | | | 0005 202-02241 170.680 m | 24.00000 4096.32| 15.00000 2560.20| 24.20000 4130.46 GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 400.00000 800.00| 200.00000 400.00| 440.00000 880.00 HEADWALL, REMOVE | | | 0007 202-02272 9.000 m | 25.00000 225.00| 25.00000 225.00| 27.50000 247.50 PAVED SIDE DITCH, REMOVE | | | 0008 202-02274 32.000 m | 18.00000 576.00| 10.00000 320.00| 11.00000 352.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0009 202-51133 36.000 m | 30.00000 1080.00| 50.00000 1800.00| 24.20000 871.20 RAILING, REMOVE | | | 0010 202-51328 LUMP| 22000.00000 22000.00| 20000.00000 20000.00| 16000.00000 16000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 303-52308 157.900 Mg | 55.00000 8684.50| 25.00000 3947.50| 33.00000 5210.70 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 404-05511 405.000 m2 | 4.00000 1620.00| 4.32000 1749.60| 4.40000 1782.00 SEAL COAT, 2 | | | 0013 406-05521 220.000 m2 | 0.10000 22.00| 1.00000 220.00| 0.11000 24.20 ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1500.00000 6000.00| 1296.00000 5184.00| 1320.00000 5280.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-04746 2.000 EACH| 6000.00000 12000.00| 6500.00000 13000.00| 6270.00000 12540.00 ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-94689 4.000 EACH| 4500.00000 18000.00| 3500.00000 14000.00| 3520.00000 14080.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 1.000 EACH| 2200.00000 2200.00| 2400.00000 2400.00| 2420.00000 2420.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 129.540 m | 38.00000 4922.52| 38.00000 4922.52| 38.50000 4987.29 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 18.000 m | 90.00000 1620.00| 75.00000 1350.00| 88.00000 1584.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 390 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 255,298.60 ROUTE : SR 38 CALL ORDER : 390 CONTRACT ID : B -25233-A COUNTIES : HENRY LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1663068 |(6) 35-1912582 |STRUCTURE CONTRACTORS |SIMS & PEDIGO COMPANY |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06646 81.000 m | 85.00000 6885.00| 75.00000 6075.00| 85.80000 6949.80 TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 12.000 EACH| 12.00000 144.00| 8.00000 96.00| 8.80000 105.60 BARRIER DELINEATOR | | | 0022 607-98211 5.000 m2 | 50.00000 250.00| 200.00000 1000.00| 22.00000 110.00 GUTTER TURNOUT, REMOVE | | | 0023 610-05527 225.500 Mg | 105.00000 23677.50| 110.00000 24805.00| 104.50000 23564.75 HMA FOR APPROACHES | | | 0024 610-06257 209.000 m2 | 60.00000 12540.00| 65.00000 13585.00| 77.00000 16093.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 872.000 m2 | 5.00000 4360.00| 6.00000 5232.00| 2.20000 1918.40 GEOTEXTILES | | | 0026 616-06405 825.800 Mg | 28.00000 23122.40| 25.00000 20645.00| 38.50000 31793.30 RIPRAP, REVETMENT | | | 0027 702-51863 292.000 EACH| 8.00000 2336.00| 7.00000 2044.00| 8.80000 2569.60 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-01540 28.000 EACH| 15.00000 420.00| 14.00000 392.00| 22.00000 616.00 THREADED TIE BAR ASSEMBLY | | | 0029 703-51030 2971.000 kg | 1.25000 3713.75| 2.21000 6565.91| 1.32000 3921.72 REINFORCING STEEL | | | 0030 703-51032 1490.000 kg | 1.50000 2235.00| 2.21000 3292.90| 1.43000 2130.70 REINFORCING STEEL, EPOXY COATED | | | 0031 706-05732 4.000 EACH| 1000.00000 4000.00| 1200.00000 4800.00| 1375.00000 5500.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 42.000 m | 125.00000 5250.00| 135.00000 5670.00| 258.50000 10857.00 CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 3500.00000 3500.00| 2600.00000 2600.00| 3762.00000 3762.00 SURFACE SEAL | | | 0034 715-46000 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| 275.00000 550.00 PIPE END SECTION, 300 mm | | | 0035 720-44070 2.000 EACH| 850.00000 1700.00| 600.00000 1200.00| 550.00000 1100.00 CASTING, 13, FURNISH AND ADJUST TO GRADE| | | 0036 722-51401 5.000 m2 | 216.00000 1080.00| 50.00000 250.00| 275.00000 1375.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0037 722-51842 257.000 m2 | 80.00000 20560.00| 65.00000 16705.00| 82.50000 21202.50 BRIDGE DECK OVERLAY | | | 0038 722-51846 2.600 m3 | 395.00000 1027.00| 395.00000 1027.00| 395.00000 1027.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 37.000 m2 | 70.00000 2590.00| 175.00000 6475.00| 110.00000 4070.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 390 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 255,298.60 ROUTE : SR 38 CALL ORDER : 390 CONTRACT ID : B -25233-A COUNTIES : HENRY LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1663068 |(6) 35-1912582 |STRUCTURE CONTRACTORS |SIMS & PEDIGO COMPANY |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-60824 246.000 m2 | 10.00000 2460.00| 6.00000 1476.00| 13.20000 3247.20 SURFACE MILLING | | | 0041 801-01851 LUMP| 18000.00000 18000.00| 16500.00000 16500.00| 20130.00000 20130.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0042 801-06203 74.000 m | 2.00000 148.00| 3.51000 259.74| 2.20000 162.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0043 801-06207 1510.000 m | 3.25000 4907.50| 3.51000 5300.10| 3.41000 5149.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06218 14.400 m | 20.00000 288.00| 21.60000 311.04| 20.90000 300.96 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0045 801-06606 4.000 EACH| 70.00000 280.00| 81.00000 324.00| 77.00000 308.00 BARRICADE, IIIB | | | 0046 801-06640 18.000 EACH| 60.00000 1080.00| 70.20000 1263.60| 66.00000 1188.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 5.000 EACH| 35.00000 175.00| 37.80000 189.00| 38.50000 192.50 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 14150.00000 14150.00 MAINTAINING TRAFFIC | | | 0049 808-06712 59.000 m | 2.50000 147.50| 1.50000 88.50| 2.53000 149.27 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0050 808-06713 342.000 m | 0.50000 171.00| 1.50000 513.00| 0.44000 150.48 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06716 461.000 m | 2.25000 1037.25| 1.89000 871.29| 2.20000 1014.20 LINE, REMOVE | | | SECTION TOTALS | $ 275,221.24| $ 277,254.90| $ 296,964.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 275,221.24| $ 277,254.90| $ 296,964.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 390 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 255,298.60 ROUTE : SR 38 CALL ORDER : 390 CONTRACT ID : B -25233-A COUNTIES : HENRY LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD 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 5.000 MOS | 1200.00000 6000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 203.000 m2 | 30.00000 6090.00| | PAVEMENT, REMOVE | | | 0005 202-02241 170.680 m | 14.00000 2389.52| | GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 300.00000 600.00| | HEADWALL, REMOVE | | | 0007 202-02272 9.000 m | 35.00000 315.00| | PAVED SIDE DITCH, REMOVE | | | 0008 202-02274 32.000 m | 22.00000 704.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0009 202-51133 36.000 m | 40.00000 1440.00| | RAILING, REMOVE | | | 0010 202-51328 LUMP| 22000.00000 22000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 303-52308 157.900 Mg | 40.00000 6316.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 404-05511 405.000 m2 | 4.50000 1822.50| | SEAL COAT, 2 | | | 0013 406-05521 220.000 m2 | 0.15000 33.00| | ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-04746 2.000 EACH| 6000.00000 12000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-94689 4.000 EACH| 3200.00000 12800.00| | GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 1.000 EACH| 2200.00000 2200.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 129.540 m | 34.00000 4404.36| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 18.000 m | 125.00000 2250.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 390 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 255,298.60 ROUTE : SR 38 CALL ORDER : 390 CONTRACT ID : B -25233-A COUNTIES : HENRY LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06646 81.000 m | 100.00000 8100.00| | TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 12.000 EACH| 13.00000 156.00| | BARRIER DELINEATOR | | | 0022 607-98211 5.000 m2 | 60.00000 300.00| | GUTTER TURNOUT, REMOVE | | | 0023 610-05527 225.500 Mg | 95.00000 21422.50| | HMA FOR APPROACHES | | | 0024 610-06257 209.000 m2 | 85.00000 17765.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 872.000 m2 | 5.00000 4360.00| | GEOTEXTILES | | | 0026 616-06405 825.800 Mg | 28.00000 23122.40| | RIPRAP, REVETMENT | | | 0027 702-51863 292.000 EACH| 14.00000 4088.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-01540 28.000 EACH| 22.00000 616.00| | THREADED TIE BAR ASSEMBLY | | | 0029 703-51030 2971.000 kg | 1.55000 4605.05| | REINFORCING STEEL | | | 0030 703-51032 1490.000 kg | 1.85000 2756.50| | REINFORCING STEEL, EPOXY COATED | | | 0031 706-05732 4.000 EACH| 1350.00000 5400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 42.000 m | 200.00000 8400.00| | CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 2750.00000 2750.00| | SURFACE SEAL | | | 0034 715-46000 2.000 EACH| 250.00000 500.00| | PIPE END SECTION, 300 mm | | | 0035 720-44070 2.000 EACH| 700.00000 1400.00| | CASTING, 13, FURNISH AND ADJUST TO GRADE| | | 0036 722-51401 5.000 m2 | 250.00000 1250.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0037 722-51842 257.000 m2 | 100.00000 25700.00| | BRIDGE DECK OVERLAY | | | 0038 722-51846 2.600 m3 | 395.00000 1027.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 37.000 m2 | 125.00000 4625.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 390 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 255,298.60 ROUTE : SR 38 CALL ORDER : 390 CONTRACT ID : B -25233-A COUNTIES : HENRY LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD 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 722-60824 246.000 m2 | 15.00000 3690.00| | SURFACE MILLING | | | 0041 801-01851 LUMP| 25000.00000 25000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0042 801-06203 74.000 m | 2.25000 166.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0043 801-06207 1510.000 m | 3.25000 4907.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06218 14.400 m | 20.00000 288.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0045 801-06606 4.000 EACH| 100.00000 400.00| | BARRICADE, IIIB | | | 0046 801-06640 18.000 EACH| 90.00000 1620.00| | CONSTRUCTION SIGN, A | | | 0047 801-06645 5.000 EACH| 40.00000 200.00| | CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0049 808-06712 59.000 m | 2.50000 147.50| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0050 808-06713 342.000 m | 0.50000 171.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06716 461.000 m | 2.50000 1152.50| | LINE, REMOVE | | | SECTION TOTALS | $ 299,650.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,650.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/20/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0194012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 5,947,369.44 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 7,226,656.44 121.5101% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 7,483,724.33 125.8325% 4 35-1106884 ELLAS CONSTRUCTION CO $ 9,384,689.69 157.7956% ==================================================================================================================================== |(1) 35-1035114 |(2) 36-2231526 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 14.000 MOS | 1100.00000 15400.00| 1700.00000 23800.00| 2100.00000 29400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 50000.00000 50000.00| 370000.00000 370000.00| 46000.00000 46000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 325000.00000 325000.00| 370000.00000 370000.00| 368800.00000 368800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 37000.00000 37000.00| 260945.00000 260945.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 9660.000 m2 | 2.00000 19320.00| 0.10000 966.00| 0.01000 96.60 PAVEMENT, REMOVE | | | 0006 202-02241 603.000 m | 9.00000 5427.00| 14.00000 8442.00| 9.50000 5728.50 GUARDRAIL, REMOVE | | | 0007 202-03000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 9755.00000 9755.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 168 | | | 0008 202-03000 LUMP| 5000.00000 5000.00| 6400.00000 6400.00| 8400.00000 8400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 169 | | | 0009 202-51330 LUMP| 150000.00000 150000.00| 855079.00000 855079.00| 632722.00000 632722.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 7540.000 m3 | 11.14000 83995.60| 14.00000 105560.00| 10.00000 75400.00 EXCAVATION, COMMON | | | 0011 203-02070 89726.000 m3 | 0.01000 897.26| 0.48000 43068.48| 10.00000 897260.00 BORROW | | | 0012 205-02224 969.000 m | 5.60000 5426.40| 1.00000 969.00| 5.90000 5717.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 36-2231526 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02231 174.900 m | 15.00000 2623.50| 31.39000 5490.11| 112.00000 19588.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 205-02234 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 52.50000 420.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02237 20.000 EACH| 35.00000 700.00| 35.00000 700.00| 36.75000 735.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 211-02060 18873.000 m3 | 36.00000 679428.00| 13.00000 245349.00| 22.45000 423698.85 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 114.400 m3 | 24.00000 2745.60| 60.00000 6864.00| 32.60000 3729.44 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-04075 251.200 Mg | 17.50000 4396.00| 17.50000 4396.00| 20.05000 5036.56 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0019 303-04095 100.000 Mg | 25.65000 2565.00| 45.00000 4500.00| 35.00000 3500.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0020 303-52308 1041.000 Mg | 13.25000 13793.25| 40.00000 41640.00| 20.00000 20820.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 304-06464 76.000 m3 | 45.00000 3420.00| 96.00000 7296.00| 91.00000 6916.00 SUBBASE FOR PCCP | | | 0022 401-05437 9336.000 Mg | 34.00000 317424.00| 33.00000 308088.00| 41.65000 388844.40 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05470 3250.000 Mg | 27.00000 87750.00| 34.00000 110500.00| 36.50000 118625.00 HMA BASE C25.0 mm, MAINLINE | | | 0026 402-05481 1367.000 Mg | 30.00000 41010.00| 38.00000 51946.00| 0.01000 13.67 HMA BASE 25.0 mm, SHOULDER | | | 0027 406-05520 16.900 Mg | 240.00000 4056.00| 475.00000 8027.50| 400.00000 6760.00 ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1365.00000 5460.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-04746 6.000 EACH| 1500.00000 9000.00| 3000.00000 18000.00| 6615.00000 39690.00 ENERGY ABSORBING TERMINAL, CZ | | | 0030 601-94689 4.000 EACH| 3400.00000 13600.00| 3400.00000 13600.00| 3570.00000 14280.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-97774 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 2310.00000 2310.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 381.000 m | 34.00000 12954.00| 34.00000 12954.00| 35.75000 13620.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06639 771.700 m | 50.00000 38585.00| 55.00000 42443.50| 58.80000 45375.96 TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 36-2231526 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 602-06729 22.000 EACH| 5.00000 110.00| 5.00000 110.00| 5.00000 110.00 BARRIER DELINEATOR | | | 0035 603-92636 446.100 m | 43.10000 19226.91| 40.35000 18000.14| 49.25000 21970.43 FENCE, CHAIN LINK, 1830 mm | | | 0036 604-06069 50.800 m2 | 52.00000 2641.60| 102.72000 5218.18| 47.50000 2413.00 CURB RAMP, CONCRETE | | | 0037 604-91531 2330.700 m2 | 28.00000 65259.60| 30.94000 72111.86| 37.55000 87517.79 SIDEWALK, CONCRETE, 100 mm | | | 0038 605-06140 1334.000 m | 40.00000 53360.00| 44.58000 59469.72| 28.05000 37418.70 CURB AND GUTTER, CONCRETE | | | 0039 610-05527 49.500 Mg | 47.00000 2326.50| 80.00000 3960.00| 100.00000 4950.00 HMA FOR APPROACHES | | | 0040 610-06257 429.000 m2 | 60.00000 25740.00| 55.00000 23595.00| 54.35000 23316.15 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0041 611-06497 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 157.50000 630.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH| 190.00000 380.00| 190.00000 380.00| 200.00000 400.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 611-95728 969.000 m2 | 42.00000 40698.00| 40.00000 38760.00| 49.40000 47868.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0044 615-06490 17.000 EACH| 130.00000 2210.00| 130.00000 2210.00| 135.00000 2295.00 RIGHT OF WAY MARKER | | | 0045 615-06505 12.000 EACH| 450.00000 5400.00| 450.00000 5400.00| 472.50000 5670.00 MONUMENT, B | | | 0046 615-06515 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 157.50000 157.50 MONUMENT, D | | | 0047 616-02320 252.000 m2 | 3.00000 756.00| 3.09000 778.68| 6.00000 1512.00 GEOTEXTILES | | | 0048 621-01004 1.000 EACH| 850.00000 850.00| 200.00000 200.00| 890.00000 890.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-01371 34.800 kg | 16.50000 574.20| 6.55000 227.94| 17.25000 600.30 SEED MIXTURE, LEGUME, 2 | | | 0050 621-01882 195.200 kg | 16.50000 3220.80| 6.61000 1290.27| 17.25000 3367.20 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0051 621-02356 58.700 kg | 300.00000 17610.00| 6.59000 386.83| 315.00000 18490.50 SEEDING, WETLAND | | | 0052 621-06545 3.800 Mg | 608.00000 2310.40| 1158.00000 4400.40| 635.00000 2413.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 36-2231526 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-06548 7.600 kg | 45.00000 342.00| 223.68000 1699.97| 47.00000 357.20 SEED MIXTURE, CV | | | 0054 621-06553 412.100 kg | 8.15000 3358.62| 6.61000 2723.98| 8.55000 3523.46 SEED MIXTURE, R | | | 0055 621-06565 19.600 Mg | 468.00000 9172.80| 808.16000 15839.94| 490.00000 9604.00 MULCHING MATERIAL | | | 0056 622-52436 5.000 EACH| 30.00000 150.00| 30.00000 150.00| 27.00000 135.00 SIGN, DO NOT MOW OR SPRAY | | | 0057 622-98200 10.000 EACH| 30.00000 300.00| 30.00000 300.00| 27.00000 270.00 SIGN, DO NOT DISTURB | | | 0058 701-96089 2406.000 m | 95.00000 228570.00| 75.00000 180450.00| 105.00000 252630.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0059 702-51005 312.200 m3 | 400.00000 124880.00| 850.00000 265370.00| 680.00000 212296.00 CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51015 263.800 m3 | 400.00000 105520.00| 425.00000 112115.00| 420.00000 110796.00 CONCRETE, B, FOOTINGS | | | 0061 702-51100 7992.000 kg | 8.00000 63936.00| 3.98000 31808.16| 7.35000 58741.20 DRAIN PIPE, CAST IRON, 150 mm | | | 0062 702-51110 2972.000 kg | 5.14000 15276.08| 5.97000 17742.84| 5.25000 15603.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-90915 127.400 m3 | 825.00000 105105.00| 700.00000 89180.00| 540.00000 68796.00 CONCRETE, A , MSE WALL CAP | | | 0064 702-92857 49.500 m3 | 525.00000 25987.50| 880.00000 43560.00| 540.00000 26730.00 CONCRETE, C, SUBSTRUCTURE | | | 0065 703-51030 48945.000 kg | 1.55000 75864.75| 1.28000 62649.60| 1.65000 80759.25 REINFORCING STEEL | | | 0066 703-51032 176494.000 kg | 1.60000 282390.40| 1.29000 227677.26| 1.70000 300039.80 REINFORCING STEEL, EPOXY COATED | | | 0067 703-97703 192.000 EACH| 18.00000 3456.00| 27.18000 5218.56| 14.15000 2716.80 THREADED BAR SPLICE, EPOXY COATED | | | 0068 704-51002 978.600 m3 | 450.00000 440370.00| 890.00000 870954.00| 435.00000 425691.00 CONCRETE, C, SUPERSTRUCTURE | | | 0069 706-05734 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1650.00000 6600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0070 706-51020 140.400 m3 | 445.00000 62478.00| 765.00000 107406.00| 520.00000 73008.00 CONCRETE, C, RAILING | | | 0071 706-94133 538.000 m | 125.00000 67250.00| 114.21000 61444.98| 156.50000 84197.00 RAILING, TUBE, GALVANIZED STEEL | | | 0072 707-05064 26.000 m | 4200.00000 109200.00| 7381.58000 191921.08| 4350.00000 113100.00 PRECAST , BENT CAP GIRDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 36-2231526 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 707-05994 1000.000 m | 485.00000 485000.00| 695.50000 695500.00| 545.00000 545000.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1676 mm X 1524 mm | | | 0074 709-51821 LUMP| 16770.00000 16770.00| 16770.00000 16770.00| 21740.00000 21740.00 SURFACE SEAL | | | 0075 711-51070 32.000 EACH| 75.00000 2400.00| 67.88000 2172.16| 55.00000 1760.00 ANCHOR PLATE, AP 1 | | | 0076 715-05019 44.000 m | 160.00000 7040.00| 194.74000 8568.56| 180.00000 7920.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0077 715-05048 1440.000 m | 11.70000 16848.00| 7.44000 10713.60| 10.50000 15120.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0078 715-05053 95.000 m | 59.50000 5652.50| 30.55000 2902.25| 33.60000 3192.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0079 715-05149 408.100 m | 52.00000 21221.20| 75.00000 30607.50| 76.65000 31280.87 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0080 715-05152 283.700 m | 67.00000 19007.90| 78.00000 22128.60| 91.35000 25916.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0081 715-05154 159.100 m | 90.00000 14319.00| 105.00000 16705.50| 110.25000 17540.78 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0082 715-05168 6.500 m | 65.00000 422.50| 150.00000 975.00| 143.85000 935.03 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0083 715-05169 17.200 m | 74.00000 1272.80| 100.00000 1720.00| 98.70000 1697.64 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0084 715-05171 64.000 m | 85.00000 5440.00| 90.00000 5760.00| 106.35000 6806.40 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0085 715-05173 18.000 m | 122.00000 2196.00| 100.00000 1800.00| 118.25000 2128.50 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0086 715-05407 64.500 m | 11.00000 709.50| 12.00000 774.00| 16.80000 1083.60 PIPE, END BENT DRAIN, 150 mm | | | 0087 715-46000 2.000 EACH| 180.00000 360.00| 161.33000 322.66| 255.00000 510.00 PIPE END SECTION, 300 mm | | | 0088 715-46005 2.000 EACH| 232.00000 464.00| 176.33000 352.66| 267.75000 535.50 PIPE END SECTION, 375 mm | | | 0089 715-46010 7.000 EACH| 284.00000 1988.00| 191.32000 1339.24| 865.00000 6055.00 PIPE END SECTION, 450 mm | | | 0090 715-46020 2.000 EACH| 335.00000 670.00| 276.99000 553.98| 362.00000 724.00 PIPE END SECTION, 600 mm | | | 0091 715-46040 2.000 EACH| 667.00000 1334.00| 482.20000 964.40| 771.00000 1542.00 PIPE END SECTION, 900 mm | | | 0092 718-06531 6.000 EACH| 600.00000 3600.00| 500.00000 3000.00| 357.00000 2142.00 OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 36-2231526 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 718-06532 1000.000 m | 3.30000 3300.00| 2.75000 2750.00| 3.25000 3250.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0094 718-52610 304.200 m3 | 53.90000 16396.38| 26.23000 7979.17| 36.75000 11179.35 AGGREGATE FOR UNDERDRAINS | | | 0095 718-99153 3844.000 m2 | 0.90000 3459.60| 1.22000 4689.68| 1.60000 6150.40 GEOTEXTILES FOR UNDERDRAIN | | | 0096 720-45041 4.000 EACH| 2200.00000 8800.00| 2712.29000 10849.16| 2180.00000 8720.00 INLET, H5 | | | 0097 720-45045 10.000 EACH| 1200.00000 12000.00| 1655.03000 16550.30| 1510.00000 15100.00 INLET, J10 | | | 0098 720-45205 1.000 EACH| 1350.00000 1350.00| 2507.46000 2507.46| 1625.00000 1625.00 CATCH BASIN, A2 | | | 0099 720-45250 2.000 EACH| 1600.00000 3200.00| 2948.77000 5897.54| 1900.00000 3800.00 CATCH BASIN, K10 | | | 0100 720-96275 9.000 EACH| 1800.00000 16200.00| 2135.26000 19217.34| 1430.00000 12870.00 MANHOLE, A2 | | | 0101 728-98377 LUMP| 13200.00000 13200.00| 13200.00000 13200.00| 13865.00000 13865.00 MASONRY COATING | | | 0102 731-93945 3041.000 m2 | 98.00000 298018.00| 78.00000 237198.00| 103.25000 313983.25 FACE PANELS, CONCRETE | | | 0103 731-93946 3041.000 m2 | 42.00000 127722.00| 64.00000 194624.00| 63.00000 191583.00 WALL ERECTION | | | 0104 731-93947 515.000 m | 25.00000 12875.00| 175.00000 90125.00| 25.20000 12978.00 LEVELING PAD, CONCRETE | | | 0105 801-01093 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 1600.00000 6400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0106 801-06203 4352.000 m | 0.49000 2132.48| 0.49000 2132.48| 0.35000 1523.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0107 801-06207 7888.000 m | 2.62000 20666.56| 2.62000 20666.56| 3.20000 25241.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0108 801-06605 6.000 EACH| 140.00000 840.00| 175.00000 1050.00| 156.45000 938.70 BARRICADE, IIIA | | | 0109 801-06640 14.000 EACH| 125.00000 1750.00| 150.00000 2100.00| 156.45000 2190.30 CONSTRUCTION SIGN, A | | | 0110 801-06645 4.000 EACH| 60.00000 240.00| 75.00000 300.00| 115.50000 462.00 CONSTRUCTION SIGN, B | | | 0111 801-06710 1080.000 DAY | 14.00000 15120.00| 1.00000 1080.00| 15.75000 17010.00 FLASHING ARROW SIGN | | | 0112 801-06775 LUMP| 619000.00000 619000.00| 333929.00000 333929.00| 358984.00000 358984.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 36-2231526 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 808-06701 489.000 m | 1.05000 513.45| 1.05000 513.45| 1.05000 513.45 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0114 808-06703 71.000 m | 1.05000 74.55| 1.05000 74.55| 1.05000 74.55 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0115 808-06713 336.000 m | 1.05000 352.80| 0.60000 201.60| 0.80000 268.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0116 808-06716 1815.000 m | 1.05000 1905.75| 0.80000 1452.00| 1.25000 2268.75 LINE, REMOVE | | | 0117 808-75051 284.000 m | 3.10000 880.40| 3.75000 1065.00| 4.20000 1192.80 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0118 808-75054 284.000 m | 3.10000 880.40| 3.75000 1065.00| 4.20000 1192.80 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0119 808-75059 71.000 m | 3.10000 220.10| 3.75000 266.25| 4.20000 298.20 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0120 808-75063 71.000 m | 3.10000 220.10| 3.75000 266.25| 4.20000 298.20 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0121 808-75240 300.000 m | 1.05000 315.00| 1.05000 315.00| 1.05000 315.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0122 808-75245 2145.000 m | 1.05000 2252.25| 1.05000 2252.25| 1.05000 2252.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0123 808-75274 20.000 m | 2.10000 42.00| 16.25000 325.00| 4.00000 80.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0124 808-75297 4.000 m | 8.00000 32.00| 16.25000 65.00| 12.10000 48.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0125 808-75320 16.000 EACH| 50.00000 800.00| 54.25000 868.00| 63.00000 1008.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0126 808-75325 15.000 EACH| 60.00000 900.00| 78.50000 1177.50| 84.00000 1260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0127 808-75998 150.000 EACH| 45.00000 6750.00| 21.50000 3225.00| 27.25000 4087.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 36-2231526 |(3) 35-0918397 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 808-92027 60.000 m | 2.10000 126.00| 5.40000 324.00| 4.00000 240.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0129 501-04771 LUMP| 1000.00000 1000.00| 1400.00000 1400.00| 2100.00000 2100.00 CORING CONCRETE PAVEMENT | | | 0130 206-51230 650.000 m3 | 62.00000 40300.00| 27.00000 17550.00| 38.00000 24700.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0131 210-05839 LUMP| 5000.00000 5000.00| 0.10000 0.10| 2725.00000 2725.00 TEMPORARY SHORING DESIGN FOR PARCEL 169 | | | 0132 210-05839 LUMP| 35000.00000 35000.00| 0.10000 0.10| 5440.00000 5440.00 TEMPORARY SHORING, PARCEL 169 | | | 0133 210-05839 LUMP| 5000.00000 5000.00| 2615.61000 2615.61| 2500.00000 2500.00 TEMPORARY DRIVE, CONNECTION FOR LSR #2 | | | 0134 108-01614 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 7500.00000 7500.00 PARTNERING OVERHEAD | | | 0137 401-05455 1420.000 Mg | 37.00000 52540.00| 37.00000 52540.00| 45.50000 64610.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0138 401-05456 1237.000 Mg | 40.85000 50531.45| 40.00000 49480.00| 55.00000 68035.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0139 211-02050 1100.000 m3 | 36.00000 39600.00| 30.00000 33000.00| 20.00000 22000.00 B BORROW | | | SECTION TOTALS | $ 5,947,369.44| $ 7,226,656.44| $ 7,483,724.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,947,369.44| $ 7,226,656.44| $ 7,483,724.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 14.000 MOS | 1925.00000 26950.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 450000.00000 450000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 45000.00000 45000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 9660.000 m2 | 6.50000 62790.00| | PAVEMENT, REMOVE | | | 0006 202-02241 603.000 m | 9.00000 5427.00| | GUARDRAIL, REMOVE | | | 0007 202-03000 LUMP| 3425.00000 3425.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 168 | | | 0008 202-03000 LUMP| 6900.00000 6900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 169 | | | 0009 202-51330 LUMP| 1825000.00000 1825000.00| | PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 7540.000 m3 | 19.00000 143260.00| | EXCAVATION, COMMON | | | 0011 203-02070 89726.000 m3 | 17.90000 1606095.40| | BORROW | | | 0012 205-02224 969.000 m | 5.60000 5426.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02231 174.900 m | 42.00000 7345.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 205-02234 8.000 EACH| 50.00000 400.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02237 20.000 EACH| 35.00000 700.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 211-02060 18873.000 m3 | 30.20000 569964.60| | B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 114.400 m3 | 50.00000 5720.00| | AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 303-04075 251.200 Mg | 14.65000 3680.08| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0019 303-04095 100.000 Mg | 18.20000 1820.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0020 303-52308 1041.000 Mg | 14.60000 15198.60| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 304-06464 76.000 m3 | 30.00000 2280.00| | SUBBASE FOR PCCP | | | 0022 401-05437 9336.000 Mg | 34.00000 317424.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05470 3250.000 Mg | 27.00000 87750.00| | HMA BASE C25.0 mm, MAINLINE | | | 0026 402-05481 1367.000 Mg | 30.00000 41010.00| | HMA BASE 25.0 mm, SHOULDER | | | 0027 406-05520 16.900 Mg | 240.00000 4056.00| | ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-04746 6.000 EACH| 6300.00000 37800.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0030 601-94689 4.000 EACH| 3400.00000 13600.00| | GUARDRAIL END TREATMENT, OS | | | 0031 601-97774 1.000 EACH| 2200.00000 2200.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 381.000 m | 34.00000 12954.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06639 771.700 m | 44.00000 33954.80| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06729 22.000 EACH| 5.00000 110.00| | BARRIER DELINEATOR | | | 0035 603-92636 446.100 m | 40.35000 18000.14| | FENCE, CHAIN LINK, 1830 mm | | | 0036 604-06069 50.800 m2 | 65.00000 3302.00| | CURB RAMP, CONCRETE | | | 0037 604-91531 2330.700 m2 | 26.00000 60598.20| | SIDEWALK, CONCRETE, 100 mm | | | 0038 605-06140 1334.000 m | 29.50000 39353.00| | CURB AND GUTTER, CONCRETE | | | 0039 610-05527 49.500 Mg | 47.00000 2326.50| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 610-06257 429.000 m2 | 52.00000 22308.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0041 611-06497 4.000 EACH| 150.00000 600.00| | MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH| 195.00000 390.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0043 611-95728 969.000 m2 | 53.00000 51357.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0044 615-06490 17.000 EACH| 130.00000 2210.00| | RIGHT OF WAY MARKER | | | 0045 615-06505 12.000 EACH| 450.00000 5400.00| | MONUMENT, B | | | 0046 615-06515 1.000 EACH| 150.00000 150.00| | MONUMENT, D | | | 0047 616-02320 252.000 m2 | 2.50000 630.00| | GEOTEXTILES | | | 0048 621-01004 1.000 EACH| 850.00000 850.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-01371 34.800 kg | 16.50000 574.20| | SEED MIXTURE, LEGUME, 2 | | | 0050 621-01882 195.200 kg | 16.50000 3220.80| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0051 621-02356 58.700 kg | 300.00000 17610.00| | SEEDING, WETLAND | | | 0052 621-06545 3.800 Mg | 610.00000 2318.00| | FERTILIZER | | | 0053 621-06548 7.600 kg | 45.00000 342.00| | SEED MIXTURE, CV | | | 0054 621-06553 412.100 kg | 8.15000 3358.62| | SEED MIXTURE, R | | | 0055 621-06565 19.600 Mg | 470.00000 9212.00| | MULCHING MATERIAL | | | 0056 622-52436 5.000 EACH| 30.00000 150.00| | SIGN, DO NOT MOW OR SPRAY | | | 0057 622-98200 10.000 EACH| 30.00000 300.00| | SIGN, DO NOT DISTURB | | | 0058 701-96089 2406.000 m | 94.00000 226164.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 702-51005 312.200 m3 | 850.00000 265370.00| | CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51015 263.800 m3 | 850.00000 224230.00| | CONCRETE, B, FOOTINGS | | | 0061 702-51100 7992.000 kg | 11.00000 87912.00| | DRAIN PIPE, CAST IRON, 150 mm | | | 0062 702-51110 2972.000 kg | 4.75000 14117.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-90915 127.400 m3 | 675.00000 85995.00| | CONCRETE, A , MSE WALL CAP | | | 0064 702-92857 49.500 m3 | 705.00000 34897.50| | CONCRETE, C, SUBSTRUCTURE | | | 0065 703-51030 48945.000 kg | 1.32000 64607.40| | REINFORCING STEEL | | | 0066 703-51032 176494.000 kg | 1.42000 250621.48| | REINFORCING STEEL, EPOXY COATED | | | 0067 703-97703 192.000 EACH| 15.00000 2880.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0068 704-51002 978.600 m3 | 530.00000 518658.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0069 706-05734 4.000 EACH| 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0070 706-51020 140.400 m3 | 445.00000 62478.00| | CONCRETE, C, RAILING | | | 0071 706-94133 538.000 m | 140.00000 75320.00| | RAILING, TUBE, GALVANIZED STEEL | | | 0072 707-05064 26.000 m | 4335.00000 112710.00| | PRECAST , BENT CAP GIRDER | | | 0073 707-05994 1000.000 m | 575.00000 575000.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1676 mm X 1524 mm | | | 0074 709-51821 LUMP| 15000.00000 15000.00| | SURFACE SEAL | | | 0075 711-51070 32.000 EACH| 43.50000 1392.00| | ANCHOR PLATE, AP 1 | | | 0076 715-05019 44.000 m | 135.00000 5940.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0077 715-05048 1440.000 m | 13.10000 18864.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0078 715-05053 95.000 m | 29.50000 2802.50| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-05149 408.100 m | 65.50000 26730.55| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0080 715-05152 283.700 m | 45.00000 12766.50| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0081 715-05154 159.100 m | 95.00000 15114.50| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0082 715-05168 6.500 m | 135.00000 877.50| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0083 715-05169 17.200 m | 66.50000 1143.80| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0084 715-05171 64.000 m | 92.20000 5900.80| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0085 715-05173 18.000 m | 91.20000 1641.60| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0086 715-05407 64.500 m | 60.85000 3924.83| | PIPE, END BENT DRAIN, 150 mm | | | 0087 715-46000 2.000 EACH| 325.00000 650.00| | PIPE END SECTION, 300 mm | | | 0088 715-46005 2.000 EACH| 340.00000 680.00| | PIPE END SECTION, 375 mm | | | 0089 715-46010 7.000 EACH| 355.00000 2485.00| | PIPE END SECTION, 450 mm | | | 0090 715-46020 2.000 EACH| 390.00000 780.00| | PIPE END SECTION, 600 mm | | | 0091 715-46040 2.000 EACH| 585.00000 1170.00| | PIPE END SECTION, 900 mm | | | 0092 718-06531 6.000 EACH| 200.00000 1200.00| | OUTLET PROTECTOR, 3 | | | 0093 718-06532 1000.000 m | 2.55000 2550.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0094 718-52610 304.200 m3 | 26.30000 8000.46| | AGGREGATE FOR UNDERDRAINS | | | 0095 718-99153 3844.000 m2 | 2.40000 9225.60| | GEOTEXTILES FOR UNDERDRAIN | | | 0096 720-45041 4.000 EACH| 1800.00000 7200.00| | INLET, H5 | | | 0097 720-45045 10.000 EACH| 1100.00000 11000.00| | INLET, J10 | | | 0098 720-45205 1.000 EACH| 1600.00000 1600.00| | CATCH BASIN, A2 | | | 0099 720-45250 2.000 EACH| 1800.00000 3600.00| | CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 720-96275 9.000 EACH| 1075.00000 9675.00| | MANHOLE, A2 | | | 0101 728-98377 LUMP| 14500.00000 14500.00| | MASONRY COATING | | | 0102 731-93945 3041.000 m2 | 115.00000 349715.00| | FACE PANELS, CONCRETE | | | 0103 731-93946 3041.000 m2 | 75.00000 228075.00| | WALL ERECTION | | | 0104 731-93947 515.000 m | 55.00000 28325.00| | LEVELING PAD, CONCRETE | | | 0105 801-01093 4.000 EACH| 950.00000 3800.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0106 801-06203 4352.000 m | 0.49000 2132.48| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0107 801-06207 7888.000 m | 2.60000 20508.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0108 801-06605 6.000 EACH| 140.00000 840.00| | BARRICADE, IIIA | | | 0109 801-06640 14.000 EACH| 125.00000 1750.00| | CONSTRUCTION SIGN, A | | | 0110 801-06645 4.000 EACH| 60.00000 240.00| | CONSTRUCTION SIGN, B | | | 0111 801-06710 1080.000 DAY | 14.00000 15120.00| | FLASHING ARROW SIGN | | | 0112 801-06775 LUMP| 59200.00000 59200.00| | MAINTAINING TRAFFIC | | | 0113 808-06701 489.000 m | 1.05000 513.45| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0114 808-06703 71.000 m | 1.05000 74.55| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0115 808-06713 336.000 m | 1.05000 352.80| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0116 808-06716 1815.000 m | 1.05000 1905.75| | LINE, REMOVE | | | 0117 808-75051 284.000 m | 3.10000 880.40| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0118 808-75054 284.000 m | 3.10000 880.40| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 808-75059 71.000 m | 3.10000 220.10| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0120 808-75063 71.000 m | 3.10000 220.10| | LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0121 808-75240 300.000 m | 1.05000 315.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0122 808-75245 2145.000 m | 1.05000 2252.25| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0123 808-75274 20.000 m | 2.10000 42.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0124 808-75297 4.000 m | 8.00000 32.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0125 808-75320 16.000 EACH| 50.00000 800.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0126 808-75325 15.000 EACH| 60.00000 900.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0127 808-75998 150.000 EACH| 45.00000 6750.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0128 808-92027 60.000 m | 2.10000 126.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0129 501-04771 LUMP| 1000.00000 1000.00| | CORING CONCRETE PAVEMENT | | | 0130 206-51230 650.000 m3 | 45.00000 29250.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0131 210-05839 LUMP| 5000.00000 5000.00| | TEMPORARY SHORING DESIGN FOR PARCEL 169 | | | 0132 210-05839 LUMP| 50000.00000 50000.00| | TEMPORARY SHORING, PARCEL 169 | | | 0133 210-05839 LUMP| 2500.00000 2500.00| | TEMPORARY DRIVE, CONNECTION FOR LSR #2 | | | 0134 108-01614 LUMP| 4100.00000 4100.00| | PARTNERING OVERHEAD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 400 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,190,476.16 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : B -25234-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 401-05455 1420.000 Mg | 37.00000 52540.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0138 401-05456 1237.000 Mg | 40.85000 50531.45| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0139 211-02050 1100.000 m3 | 30.20000 33220.00| | B BORROW | | | SECTION TOTALS | $ 9,384,689.69| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,384,689.69| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 49 CALL ORDER : 410 CONTRACT ID : B -25236-A COUNTIES : PORTER LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 284,422.38 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 288,076.45 101.2847% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 304,272.15 106.9789% 4 35-1523985 WIRTZ & YATES, INC. $ 323,563.20 113.7615% 5 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 353,000.00 124.1111% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 5189006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1447641 STRUCTURE CONTRACTORS $ 1,386,032.75 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,402,500.19 101.1880% 3 35-1609544 SCHUTT-LOOKABILL CO $ 1,439,433.15 103.8527% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,459,423.61 105.2950% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 1,479,841.84 106.7681% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,508,095.84 108.8066% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,538,520.67 111.0017% ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1212938 |(3) 35-1609544 |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 1200.00000 9600.00| 750.00000 6000.00| 1300.00000 10400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 11040.00000 11040.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 69400.00000 69400.00| 72000.00000 72000.00| 73100.00000 73100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 518.000 m2 | 18.00000 9324.00| 14.50000 7511.00| 10.00000 5180.00 PAVEMENT, REMOVE | | | 0005 202-02241 435.090 m | 12.00000 5221.08| 6.25000 2719.31| 11.50000 5003.54 GUARDRAIL, REMOVE | | | 0006 202-02273 145.000 m2 | 30.00000 4350.00| 29.00000 4205.00| 6.00000 870.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02274 353.000 m | 10.00000 3530.00| 13.50000 4765.50| 8.00000 2824.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-51328 LUMP| 160000.00000 160000.00| 131000.00000 131000.00| 103505.00000 103505.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 113.000 m2 | 20.00000 2260.00| 25.00000 2825.00| 30.00000 3390.00 SLOPEWALL, REMOVE | | | 0010 203-02000 310.700 m3 | 25.00000 7767.50| 20.50000 6369.35| 12.00000 3728.40 EXCAVATION, COMMON | | | 0011 211-06467 39.000 m3 | 45.00000 1755.00| 90.00000 3510.00| 35.00000 1365.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 623.800 Mg | 22.00000 13723.60| 14.00000 8733.20| 20.24000 12625.71 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1212938 |(3) 35-1609544 |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 404-05511 900.000 m2 | 4.00000 3600.00| 3.90000 3510.00| 4.14000 3726.00 SEAL COAT, 2 | | | 0014 406-05521 540.000 m2 | 0.35000 189.00| 0.40000 216.00| 0.40000 216.00 ASPHALT FOR TACK COAT | | | 0015 501-05180 220.000 m2 | 50.00000 11000.00| 52.00000 11440.00| 68.00000 14960.00 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0016 501-05310 36.000 m | 350.00000 12600.00| 295.00000 10620.00| 330.00000 11880.00 TERMINAL JOINT | | | 0017 601-01115 3.810 m | 95.00000 361.95| 100.00000 381.00| 105.80000 403.10 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0018 601-01522 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1323.00000 5292.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01626 2.000 EACH| 1700.00000 3400.00| 1800.00000 3600.00| 2000.00000 4000.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0020 601-04746 2.000 EACH| 6000.00000 12000.00| 5000.00000 10000.00| 6555.00000 13110.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-06233 2.000 EACH| 8500.00000 17000.00| 7100.00000 14200.00| 7760.00000 15520.00 IMPACT ATTENUATOR, ED, W1, TL-3, 110 | | | km/h | | | 0022 601-06416 1.000 EACH| 750.00000 750.00| 815.00000 815.00| 862.00000 862.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, 110 km/h | | | 0023 601-94689 1.000 EACH| 3500.00000 3500.00| 3500.00000 3500.00| 3852.00000 3852.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 2250.00000 2250.00| 2500.00000 2500.00| 2588.00000 2588.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 321.945 m | 35.00000 11268.08| 34.00000 10946.13| 36.80000 11847.58 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99132 2.000 EACH| 150.00000 300.00| 170.00000 340.00| 172.00000 344.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0027 602-06639 342.000 m | 55.00000 18810.00| 83.00000 28386.00| 62.34000 21320.28 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06646 279.000 m | 52.00000 14508.00| 72.00000 20088.00| 55.77000 15559.83 TEMPORARY CONCRETE BARRIER | | | 0029 602-06729 26.000 EACH| 10.00000 260.00| 7.30000 189.80| 10.00000 260.00 BARRIER DELINEATOR | | | 0030 605-05523 360.000 m | 20.00000 7200.00| 20.00000 7200.00| 20.81000 7491.60 CURB, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1212938 |(3) 35-1609544 |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 605-06095 353.000 m | 28.00000 9884.00| 38.00000 13414.00| 30.00000 10590.00 CURB, INTEGRAL, B, CONCRETE | | | 0032 605-06205 149.000 m | 65.00000 9685.00| 95.00000 14155.00| 50.00000 7450.00 CENTER CURB, B, CONCRETE MODIFIED | | | 0033 610-05527 1227.500 Mg | 78.00000 95745.00| 82.00000 100655.00| 88.20000 108265.50 HMA FOR APPROACHES | | | 0034 610-06257 297.000 m2 | 50.00000 14850.00| 52.00000 15444.00| 68.00000 20196.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 616-02320 349.000 m2 | 5.00000 1745.00| 4.80000 1675.20| 2.00000 698.00 GEOTEXTILES | | | 0036 616-06406 116.000 m2 | 32.00000 3712.00| 34.00000 3944.00| 40.00000 4640.00 RIPRAP, REVETMENT | | | 0037 616-06455 178.000 m2 | 45.00000 8010.00| 34.00000 6052.00| 55.00000 9790.00 SLOPEWALL | | | 0038 701-01849 30.400 m | 528.00000 16051.20| 400.00000 12160.00| 132.00000 4012.80 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0039 702-51005 130.400 m3 | 550.00000 71720.00| 530.00000 69112.00| 637.82000 83171.73 CONCRETE, A, SUBSTRUCTURE | | | 0040 702-51015 3.800 m3 | 550.00000 2090.00| 410.00000 1558.00| 1000.00000 3800.00 CONCRETE, B, FOOTINGS | | | 0041 702-51863 320.000 EACH| 15.00000 4800.00| 9.50000 3040.00| 6.00000 1920.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-51030 13014.000 kg | 1.25000 16267.50| 1.25000 16267.50| 1.15000 14966.10 REINFORCING STEEL | | | 0043 703-51032 62658.000 kg | 1.50000 93987.00| 1.35000 84588.30| 1.37000 85841.46 REINFORCING STEEL, EPOXY COATED | | | 0044 704-05892 400.400 m3 | 450.00000 180180.00| 430.00000 172172.00| 522.11000 209052.84 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0045 704-51002 31.700 m3 | 500.00000 15850.00| 435.00000 13789.50| 405.28000 12847.38 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 600.00000 2400.00| 1300.00000 5200.00| 1265.00000 5060.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 32.600 m3 | 450.00000 14670.00| 425.00000 13855.00| 568.00000 18516.80 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 12000.00000 12000.00| 13000.00000 13000.00| 10579.00000 10579.00 SURFACE SEAL | | | 0049 711-51035 105504.000 kg | 2.21000 233163.84| 2.60000 274310.40| 2.79000 294356.16 STRUCTURAL STEEL | | | 0050 711-51864 1572.000 EACH| 15.00000 23580.00| 14.00000 22008.00| 14.95000 23501.40 DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1212938 |(3) 35-1609544 |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 711-51877 LUMP| 22000.00000 22000.00| 16000.00000 16000.00| 24000.00000 24000.00 JACKING AND SUPPORTING BEAMS | | | 0052 711-96800 3192.000 EACH| 2.00000 6384.00| 1.65000 5266.80| 2.10000 6703.20 STUD SHEAR CONNECTOR | | | 0053 715-05407 63.000 m | 16.00000 1008.00| 32.00000 2016.00| 19.68000 1239.84 PIPE, END BENT DRAIN, 150 mm | | | 0054 720-01894 4.000 EACH| 375.00000 1500.00| 355.00000 1420.00| 575.00000 2300.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0055 720-44296 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 125.00000 250.00 CAP INLET | | | 0056 722-60824 540.000 m2 | 10.00000 5400.00| 6.50000 3510.00| 16.55000 8937.00 SURFACE MILLING | | | 0057 726-99095 64.000 EACH| 320.00000 20480.00| 575.00000 36800.00| 359.60000 23014.40 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0058 801-06203 876.000 m | 1.00000 876.00| 1.05000 919.80| 0.63000 551.88 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0059 801-06207 8972.000 m | 3.00000 26916.00| 3.20000 28710.40| 3.33000 29876.76 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06606 20.000 EACH| 150.00000 3000.00| 170.00000 3400.00| 132.00000 2640.00 BARRICADE, IIIB | | | 0062 801-06640 22.000 EACH| 110.00000 2420.00| 125.00000 2750.00| 103.00000 2266.00 CONSTRUCTION SIGN, A | | | 0063 801-06645 2.000 EACH| 50.00000 100.00| 52.00000 104.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0064 801-06710 240.000 DAY | 18.00000 4320.00| 16.70000 4008.00| 20.00000 4800.00 FLASHING ARROW SIGN | | | 0065 801-06775 LUMP| 28000.00000 28000.00| 36000.00000 36000.00| 23326.00000 23326.00 MAINTAINING TRAFFIC | | | 0066 802-91122 7.000 EACH| 60.00000 420.00| 110.00000 770.00| 69.00000 483.00 SIGN, GROUND MOUNTED, RESET | | | 0067 805-06592 166.000 m | 36.00000 5976.00| 39.00000 6474.00| 41.40000 6872.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0068 808-06711 518.000 m | 0.50000 259.00| 0.25000 129.50| 0.36000 186.48 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0069 808-06713 2396.000 m | 0.50000 1198.00| 0.25000 599.00| 0.36000 862.56 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 1138.000 m | 0.50000 569.00| 0.25000 284.50| 0.36000 409.68 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0071 808-06716 2438.000 m | 1.00000 2438.00| 1.00000 2438.00| 1.73000 4217.74 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1212938 |(3) 35-1609544 |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06218 35.000 m | 20.00000 700.00| 22.00000 770.00| 23.00000 805.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0073 808-01238 2.000 EACH| 75.00000 150.00| 80.00000 160.00| 46.00000 92.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | SECTION TOTALS | $ 1,386,032.75| $ 1,402,500.19| $ 1,439,433.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,386,032.75| $ 1,402,500.19| $ 1,439,433.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-2040801 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 250.00000 2000.00| 900.00000 7200.00| 1500.14000 12001.12 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5200.00000 5200.00| 10000.00000 10000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 74750.00000 74750.00| 72000.00000 72000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 518.000 m2 | 13.00000 6734.00| 20.00000 10360.00| 20.00000 10360.00 PAVEMENT, REMOVE | | | 0005 202-02241 435.090 m | 10.60000 4611.95| 8.50000 3698.27| 10.00000 4350.90 GUARDRAIL, REMOVE | | | 0006 202-02273 145.000 m2 | 30.00000 4350.00| 10.25000 1486.25| 16.00000 2320.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02274 353.000 m | 15.50000 5471.50| 12.00000 4236.00| 18.00000 6354.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-51328 LUMP| 110000.00000 110000.00| 134106.00000 134106.00| 184000.00000 184000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 113.000 m2 | 12.00000 1356.00| 35.00000 3955.00| 80.00000 9040.00 SLOPEWALL, REMOVE | | | 0010 203-02000 310.700 m3 | 20.00000 6214.00| 40.00000 12428.00| 26.00000 8078.20 EXCAVATION, COMMON | | | 0011 211-06467 39.000 m3 | 70.00000 2730.00| 100.00000 3900.00| 65.00000 2535.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 623.800 Mg | 17.60000 10978.88| 23.50000 14659.30| 18.00000 11228.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 404-05511 900.000 m2 | 3.60000 3240.00| 4.00000 3600.00| 3.60000 3240.00 SEAL COAT, 2 | | | 0014 406-05521 540.000 m2 | 0.35000 189.00| 0.40000 216.00| 0.35000 189.00 ASPHALT FOR TACK COAT | | | 0015 501-05180 220.000 m2 | 70.00000 15400.00| 56.00000 12320.00| 75.00000 16500.00 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0016 501-05310 36.000 m | 340.00000 12240.00| 400.00000 14400.00| 350.00000 12600.00 TERMINAL JOINT | | | 0017 601-01115 3.810 m | 97.00000 369.57| 81.00000 308.61| 92.00000 350.52 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0018 601-01522 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01626 2.000 EACH| 1700.00000 3400.00| 1600.00000 3200.00| 1650.00000 3300.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-2040801 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-04746 2.000 EACH| 5900.00000 11800.00| 7900.00000 15800.00| 5700.00000 11400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-06233 2.000 EACH| 7000.00000 14000.00| 8000.00000 16000.00| 6750.00000 13500.00 IMPACT ATTENUATOR, ED, W1, TL-3, 110 | | | km/h | | | 0022 601-06416 1.000 EACH| 800.00000 800.00| 575.00000 575.00| 750.00000 750.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, 110 km/h | | | 0023 601-94689 1.000 EACH| 3500.00000 3500.00| 3200.00000 3200.00| 3350.00000 3350.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 2350.00000 2350.00| 2100.00000 2100.00| 2250.00000 2250.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 321.945 m | 33.50000 10785.16| 31.80000 10237.85| 32.00000 10302.24 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99132 2.000 EACH| 160.00000 320.00| 60.00000 120.00| 150.00000 300.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0027 602-06639 342.000 m | 77.00000 26334.00| 60.00000 20520.00| 75.00000 25650.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06646 279.000 m | 75.00000 20925.00| 57.00000 15903.00| 70.00000 19530.00 TEMPORARY CONCRETE BARRIER | | | 0029 602-06729 26.000 EACH| 10.00000 260.00| 12.00000 312.00| 12.00000 312.00 BARRIER DELINEATOR | | | 0030 605-05523 360.000 m | 18.10000 6516.00| 20.00000 7200.00| 18.10000 6516.00 CURB, HMA | | | 0031 605-06095 353.000 m | 50.00000 17650.00| 65.00000 22945.00| 20.00000 7060.00 CURB, INTEGRAL, B, CONCRETE | | | 0032 605-06205 149.000 m | 105.00000 15645.00| 155.00000 23095.00| 100.00000 14900.00 CENTER CURB, B, CONCRETE MODIFIED | | | 0033 610-05527 1227.500 Mg | 74.20000 91080.50| 80.00000 98200.00| 74.20000 91080.50 HMA FOR APPROACHES | | | 0034 610-06257 297.000 m2 | 66.00000 19602.00| 70.00000 20790.00| 75.00000 22275.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 616-02320 349.000 m2 | 2.75000 959.75| 3.00000 1047.00| 4.00000 1396.00 GEOTEXTILES | | | 0036 616-06406 116.000 m2 | 27.00000 3132.00| 40.00000 4640.00| 30.00000 3480.00 RIPRAP, REVETMENT | | | 0037 616-06455 178.000 m2 | 90.00000 16020.00| 80.00000 14240.00| 70.00000 12460.00 SLOPEWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-2040801 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 701-01849 30.400 m | 200.00000 6080.00| 200.00000 6080.00| 100.00000 3040.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0039 702-51005 130.400 m3 | 850.00000 110840.00| 725.00000 94540.00| 900.00000 117360.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 702-51015 3.800 m3 | 350.00000 1330.00| 700.00000 2660.00| 1200.00000 4560.00 CONCRETE, B, FOOTINGS | | | 0041 702-51863 320.000 EACH| 6.00000 1920.00| 12.00000 3840.00| 10.00000 3200.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-51030 13014.000 kg | 1.00000 13014.00| 1.08000 14055.12| 1.35000 17568.90 REINFORCING STEEL | | | 0043 703-51032 62658.000 kg | 1.25000 78322.50| 1.28000 80202.24| 1.50000 93987.00 REINFORCING STEEL, EPOXY COATED | | | 0044 704-05892 400.400 m3 | 500.00000 200200.00| 510.00000 204204.00| 500.00000 200200.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0045 704-51002 31.700 m3 | 1000.00000 31700.00| 880.00000 27896.00| 750.00000 23775.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1350.00000 5400.00| 1600.00000 6400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 32.600 m3 | 475.00000 15485.00| 450.00000 14670.00| 575.00000 18745.00 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 9000.00000 9000.00| 10500.00000 10500.00| 15000.00000 15000.00 SURFACE SEAL | | | 0049 711-51035 105504.000 kg | 2.65000 279585.60| 2.00000 211008.00| 2.00000 211008.00 STRUCTURAL STEEL | | | 0050 711-51864 1572.000 EACH| 13.50000 21222.00| 14.25000 22401.00| 13.00000 20436.00 DRILLED HOLE | | | 0051 711-51877 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| 35000.00000 35000.00 JACKING AND SUPPORTING BEAMS | | | 0052 711-96800 3192.000 EACH| 1.80000 5745.60| 1.65000 5266.80| 1.83000 5841.36 STUD SHEAR CONNECTOR | | | 0053 715-05407 63.000 m | 25.00000 1575.00| 6.00000 378.00| 40.00000 2520.00 PIPE, END BENT DRAIN, 150 mm | | | 0054 720-01894 4.000 EACH| 550.00000 2200.00| 500.00000 2000.00| 450.00000 1800.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0055 720-44296 2.000 EACH| 350.00000 700.00| 600.00000 1200.00| 400.00000 800.00 CAP INLET | | | 0056 722-60824 540.000 m2 | 9.00000 4860.00| 9.00000 4860.00| 7.00000 3780.00 SURFACE MILLING | | | 0057 726-99095 64.000 EACH| 330.00000 21120.00| 275.00000 17600.00| 650.00000 41600.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-2040801 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06203 876.000 m | 1.00000 876.00| 1.00000 876.00| 0.32000 280.32 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0059 801-06207 8972.000 m | 3.15000 28261.80| 3.25000 29159.00| 3.00000 26916.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06606 20.000 EACH| 145.00000 2900.00| 170.00000 3400.00| 120.00000 2400.00 BARRICADE, IIIB | | | 0062 801-06640 22.000 EACH| 115.00000 2530.00| 125.00000 2750.00| 105.00000 2310.00 CONSTRUCTION SIGN, A | | | 0063 801-06645 2.000 EACH| 55.00000 110.00| 50.00000 100.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0064 801-06710 240.000 DAY | 20.00000 4800.00| 26.00000 6240.00| 16.00000 3840.00 FLASHING ARROW SIGN | | | 0065 801-06775 LUMP| 27000.00000 27000.00| 50000.00000 50000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0066 802-91122 7.000 EACH| 65.00000 455.00| 195.00000 1365.00| 195.00000 1365.00 SIGN, GROUND MOUNTED, RESET | | | 0067 805-06592 166.000 m | 38.00000 6308.00| 30.00000 4980.00| 53.92000 8950.72 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0068 808-06711 518.000 m | 0.40000 207.20| 0.35000 181.30| 0.22000 113.96 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0069 808-06713 2396.000 m | 0.40000 958.40| 0.35000 838.60| 0.19000 455.24 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 1138.000 m | 0.40000 455.20| 0.35000 398.30| 0.19000 216.22 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0071 808-06716 2438.000 m | 1.00000 2438.00| 0.90000 2194.20| 1.48000 3608.24 LINE, REMOVE | | | 0072 801-06218 35.000 m | 20.00000 700.00| 20.00000 700.00| 18.00000 630.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0073 808-01238 2.000 EACH| 80.00000 160.00| 75.00000 150.00| 75.00000 150.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | SECTION TOTALS | $ 1,459,423.61| $ 1,479,841.84| $ 1,508,095.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,459,423.61| $ 1,479,841.84| $ 1,508,095.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD 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 105-01925 8.000 MOS | 1400.00000 11200.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14000.00000 14000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 77000.00000 77000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 518.000 m2 | 20.00000 10360.00| | PAVEMENT, REMOVE | | | 0005 202-02241 435.090 m | 10.00000 4350.90| | GUARDRAIL, REMOVE | | | 0006 202-02273 145.000 m2 | 30.00000 4350.00| | CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02274 353.000 m | 15.00000 5295.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-51328 LUMP| 155000.00000 155000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 113.000 m2 | 80.00000 9040.00| | SLOPEWALL, REMOVE | | | 0010 203-02000 310.700 m3 | 18.00000 5592.60| | EXCAVATION, COMMON | | | 0011 211-06467 39.000 m3 | 80.00000 3120.00| | AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 623.800 Mg | 28.30000 17653.54| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 404-05511 900.000 m2 | 4.20000 3780.00| | SEAL COAT, 2 | | | 0014 406-05521 540.000 m2 | 0.40000 216.00| | ASPHALT FOR TACK COAT | | | 0015 501-05180 220.000 m2 | 70.00000 15400.00| | CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0016 501-05310 36.000 m | 280.00000 10080.00| | TERMINAL JOINT | | | 0017 601-01115 3.810 m | 90.00000 342.90| | GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0018 601-01522 4.000 EACH| 1450.00000 5800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01626 2.000 EACH| 1850.00000 3700.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-04746 2.000 EACH| 4100.00000 8200.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-06233 2.000 EACH| 7700.00000 15400.00| | IMPACT ATTENUATOR, ED, W1, TL-3, 110 | | | km/h | | | 0022 601-06416 1.000 EACH| 670.00000 670.00| | IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, 110 km/h | | | 0023 601-94689 1.000 EACH| 3600.00000 3600.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 2300.00000 2300.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 321.945 m | 34.00000 10946.13| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99132 2.000 EACH| 70.00000 140.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0027 602-06639 342.000 m | 90.00000 30780.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06646 279.000 m | 78.00000 21762.00| | TEMPORARY CONCRETE BARRIER | | | 0029 602-06729 26.000 EACH| 10.00000 260.00| | BARRIER DELINEATOR | | | 0030 605-05523 360.000 m | 19.00000 6840.00| | CURB, HMA | | | 0031 605-06095 353.000 m | 45.00000 15885.00| | CURB, INTEGRAL, B, CONCRETE | | | 0032 605-06205 149.000 m | 60.00000 8940.00| | CENTER CURB, B, CONCRETE MODIFIED | | | 0033 610-05527 1227.500 Mg | 76.00000 93290.00| | HMA FOR APPROACHES | | | 0034 610-06257 297.000 m2 | 58.00000 17226.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 616-02320 349.000 m2 | 8.00000 2792.00| | GEOTEXTILES | | | 0036 616-06406 116.000 m2 | 40.00000 4640.00| | RIPRAP, REVETMENT | | | 0037 616-06455 178.000 m2 | 40.00000 7120.00| | SLOPEWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 701-01849 30.400 m | 300.00000 9120.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0039 702-51005 130.400 m3 | 625.00000 81500.00| | CONCRETE, A, SUBSTRUCTURE | | | 0040 702-51015 3.800 m3 | 400.00000 1520.00| | CONCRETE, B, FOOTINGS | | | 0041 702-51863 320.000 EACH| 15.00000 4800.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-51030 13014.000 kg | 1.20000 15616.80| | REINFORCING STEEL | | | 0043 703-51032 62658.000 kg | 1.40000 87721.20| | REINFORCING STEEL, EPOXY COATED | | | 0044 704-05892 400.400 m3 | 500.00000 200200.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0045 704-51002 31.700 m3 | 550.00000 17435.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 32.600 m3 | 650.00000 21190.00| | CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 11500.00000 11500.00| | SURFACE SEAL | | | 0049 711-51035 105504.000 kg | 2.50000 263760.00| | STRUCTURAL STEEL | | | 0050 711-51864 1572.000 EACH| 21.00000 33012.00| | DRILLED HOLE | | | 0051 711-51877 LUMP| 18000.00000 18000.00| | JACKING AND SUPPORTING BEAMS | | | 0052 711-96800 3192.000 EACH| 2.40000 7660.80| | STUD SHEAR CONNECTOR | | | 0053 715-05407 63.000 m | 27.00000 1701.00| | PIPE, END BENT DRAIN, 150 mm | | | 0054 720-01894 4.000 EACH| 900.00000 3600.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0055 720-44296 2.000 EACH| 250.00000 500.00| | CAP INLET | | | 0056 722-60824 540.000 m2 | 9.50000 5130.00| | SURFACE MILLING | | | 0057 726-99095 64.000 EACH| 600.00000 38400.00| | BEARING ASSEMBLY, ELASTOMERIC, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 420 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,636,339.49 ROUTE : SR 227 CALL ORDER : 420 CONTRACT ID : B -25280-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06203 876.000 m | 0.40000 350.40| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0059 801-06207 8972.000 m | 3.50000 31402.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06606 20.000 EACH| 140.00000 2800.00| | BARRICADE, IIIB | | | 0062 801-06640 22.000 EACH| 130.00000 2860.00| | CONSTRUCTION SIGN, A | | | 0063 801-06645 2.000 EACH| 48.00000 96.00| | CONSTRUCTION SIGN, B | | | 0064 801-06710 240.000 DAY | 19.00000 4560.00| | FLASHING ARROW SIGN | | | 0065 801-06775 LUMP| 48000.00000 48000.00| | MAINTAINING TRAFFIC | | | 0066 802-91122 7.000 EACH| 70.00000 490.00| | SIGN, GROUND MOUNTED, RESET | | | 0067 805-06592 166.000 m | 42.00000 6972.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0068 808-06711 518.000 m | 0.25000 129.50| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0069 808-06713 2396.000 m | 0.25000 599.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 1138.000 m | 0.25000 284.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0071 808-06716 2438.000 m | 1.80000 4388.40| | LINE, REMOVE | | | 0072 801-06218 35.000 m | 22.00000 770.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0073 808-01238 2.000 EACH| 90.00000 180.00| | TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | SECTION TOTALS | $ 1,538,520.67| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,538,520.67| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/04/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9929029 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1452502 TRISLER CONSTRUCTION $ 666,881.01 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 671,727.87 100.7267% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. CONDITIONAL $ 707,833.56 106.1409% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 739,241.15 110.8505% 5 35-1385672 FORCE CONSTRUCTION $ 783,950.74 117.5548% 6 35-1609544 SCHUTT-LOOKABILL CO $ 805,250.30 120.7487% 7 35-1057871 SMOCK FANSLER CORPORATION $ 938,795.29 140.7740% ==================================================================================================================================== |(1) 35-1452502 |(2) 35-1310611 |(3) 35-1381845 |TRISLER CONSTRUCTION |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 8.000 MOS | 1200.00000 9600.00| 1250.00000 10000.00| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14500.00000 14500.00| 15000.00000 15000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 14000.00000 14000.00| 25000.00000 25000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 6325.000 m3 | 6.20000 39215.00| 8.00000 50600.00| 6.50000 41112.50 EXCAVATION, COMMON | | | 0007 203-02070 1099.000 m3 | 13.10000 14396.90| 15.00000 16485.00| 9.50000 10440.50 BORROW | | | 0008 203-51223 1132.000 m3 | 6.30000 7131.60| 10.00000 11320.00| 6.50000 7358.00 EXCAVATION, WATERWAY | | | 0009 205-02229 687.000 m | 9.02000 6196.74| 2.50000 1717.50| 9.45000 6492.15 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02233 100.000 m3 | 30.00000 3000.00| 10.00000 1000.00| 20.00000 2000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0011 205-02234 8.000 EACH| 38.50000 308.00| 50.00000 400.00| 45.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1452502 |(2) 35-1310611 |(3) 35-1381845 |TRISLER CONSTRUCTION |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 206-51220 117.400 m3 | 53.00000 6222.20| 100.00000 11740.00| 20.00000 2348.00 EXCAVATION, WET | | | 0013 206-51235 LUMP| 25000.00000 25000.00| 1000.00000 1000.00| 25000.00000 25000.00 COFFERDAM | | | 0014 211-02060 209.100 m3 | 33.00000 6900.30| 25.00000 5227.50| 25.00000 5227.50 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 21.500 m3 | 164.00000 3526.00| 150.00000 3225.00| 100.00000 2150.00 FLOWABLE MORTAR | | | 0016 303-04095 740.000 Mg | 17.50000 12950.00| 18.15000 13431.00| 20.00000 14800.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 3045.000 Mg | 15.25000 46436.25| 17.50000 53287.50| 17.50000 53287.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 898.000 Mg | 42.60000 38254.80| 44.00000 39512.00| 42.60000 38254.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 401.000 Mg | 51.04000 20467.04| 54.00000 21654.00| 51.00000 20451.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 404-05514 1781.000 m2 | 2.75000 4897.75| 7.35000 13090.35| 2.75000 4897.75 SEAL COAT, 5 | | | 0021 405-05517 9.800 Mg | 396.00000 3880.80| 165.00000 1617.00| 400.00000 3920.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 1.700 Mg | 220.00000 374.00| 165.00000 280.50| 220.00000 374.00 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1265.00000 5060.00| 1265.00000 5060.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01740 1.000 EACH| 1815.00000 1815.00| 1815.00000 1815.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-06037 3.000 EACH| 605.00000 1815.00| 1815.00000 5445.00| 630.00000 1890.00 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 121.920 m | 36.00000 4389.12| 35.75000 4358.64| 37.40000 4559.81 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 6.000 EACH| 10.00000 60.00| 10.00000 60.00| 10.00000 60.00 BARRIER DELINEATOR | | | 0028 603-06040 412.000 m | 14.85000 6118.20| 14.85000 6118.20| 15.50000 6386.00 FENCE, FARM FIELD, 1190 mm | | | 0029 610-05527 203.000 Mg | 85.25000 17305.75| 68.75000 13956.25| 85.25000 17305.75 HMA FOR APPROACHES | | | 0030 610-06257 224.400 m2 | 54.95000 12330.78| 65.00000 14586.00| 60.00000 13464.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 611-06497 5.000 EACH| 137.50000 687.50| 150.00000 750.00| 144.00000 720.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1452502 |(2) 35-1310611 |(3) 35-1381845 |TRISLER CONSTRUCTION |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 615-06490 22.000 EACH| 115.50000 2541.00| 115.50000 2541.00| 120.00000 2640.00 RIGHT OF WAY MARKER | | | 0033 615-06527 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| 400.00000 800.00 MONUMENT, SECTION CORNER | | | 0034 616-02320 1384.000 m2 | 3.89000 5383.76| 3.50000 4844.00| 3.00000 4152.00 GEOTEXTILES | | | 0035 616-06405 788.000 Mg | 17.60000 13868.80| 17.50000 13790.00| 20.00000 15760.00 RIPRAP, REVETMENT | | | 0036 621-01004 1.000 EACH| 660.00000 660.00| 660.00000 660.00| 675.00000 675.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 12875.000 m2 | 0.48000 6180.00| 0.50000 6437.50| 0.48000 6180.00 MULCHED SEEDING, R | | | 0038 621-06574 2987.000 m2 | 3.70000 11051.90| 3.70000 11051.90| 3.80000 11350.60 SODDING | | | 0039 622-52436 2.000 EACH| 28.00000 56.00| 27.50000 55.00| 28.00000 56.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 68.000 EACH| 11.00000 748.00| 11.00000 748.00| 11.20000 761.60 SEEDLING | | | 0041 701-01849 522.000 m | 101.71000 53092.62| 65.00000 33930.00| 90.00000 46980.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0042 701-99086 36.000 EACH| 200.00000 7200.00| 200.00000 7200.00| 170.00000 6120.00 PILE TIP, STEEL SHELL | | | 0043 702-51005 66.200 m3 | 405.50000 26844.10| 400.00000 26480.00| 425.00000 28135.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51015 11.200 m3 | 405.50000 4541.60| 750.00000 8400.00| 425.00000 4760.00 CONCRETE, B, FOOTINGS | | | 0045 703-06028 18617.000 kg | 1.11000 20664.87| 1.00000 18617.00| 1.20000 22340.40 REINFORCING BARS | | | 0046 703-06029 14579.000 kg | 1.33000 19390.07| 1.25000 18223.75| 1.30000 18952.70 REINFORCING BARS, EPOXY COATED | | | 0047 703-97936 110.000 EACH| 30.00000 3300.00| 15.00000 1650.00| 15.00000 1650.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0048 704-51002 197.400 m3 | 393.00000 77578.20| 350.00000 69090.00| 475.00000 93765.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH| 1500.00000 6000.00| 1000.00000 4000.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 14.800 m3 | 523.00000 7740.40| 600.00000 8880.00| 435.00000 6438.00 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 2600.00000 2600.00| 4000.00000 4000.00| 3225.00000 3225.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1452502 |(2) 35-1310611 |(3) 35-1381845 |TRISLER CONSTRUCTION |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05169 8.100 m | 84.00000 680.40| 75.00000 607.50| 60.00000 486.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05173 57.600 m | 91.90000 5293.44| 100.00000 5760.00| 97.50000 5616.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0054 715-05249 42.000 m | 279.00000 11718.00| 300.00000 12600.00| 290.00000 12180.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.68 | | | m2 | | | 0055 715-05365 7.400 m | 148.00000 1095.20| 100.00000 740.00| 120.00000 888.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0056 715-44240 2.500 m3 | 550.00000 1375.00| 1500.00000 3750.00| 800.00000 2000.00 CONCRETE, A, STRUCTURES | | | 0057 715-46005 2.000 EACH| 250.00000 500.00| 200.00000 400.00| 225.00000 450.00 PIPE END SECTION, 375 mm | | | 0058 715-46020 10.000 EACH| 285.00000 2850.00| 300.00000 3000.00| 300.00000 3000.00 PIPE END SECTION, 600 mm | | | 0059 715-46065 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 PIPE END SECTION, MIN. AREA .27 m2 | | | 0060 801-04308 10.000 EACH| 209.00000 2090.00| 209.00000 2090.00| 218.00000 2180.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 4.000 EACH| 83.00000 332.00| 82.50000 330.00| 86.00000 344.00 BARRICADE, IIIA | | | 0062 801-06606 16.000 EACH| 93.50000 1496.00| 93.50000 1496.00| 100.00000 1600.00 BARRICADE, IIIB | | | 0063 801-06625 5.000 EACH| 104.50000 522.50| 104.50000 522.50| 110.00000 550.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 18.000 EACH| 72.00000 1296.00| 71.50000 1287.00| 75.00000 1350.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0066 802-76020 0.900 m2 | 225.00000 202.50| 220.00000 198.00| 180.00000 162.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0067 802-76025 1.120 m2 | 200.00000 224.00| 198.00000 221.76| 235.00000 263.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 802-76035 1.440 m2 | 253.00000 364.32| 253.00000 364.32| 210.00000 302.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0069 802-76055 34.400 m | 20.00000 688.00| 17.00000 584.80| 17.00000 584.80 SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1452502 |(2) 35-1310611 |(3) 35-1381845 |TRISLER CONSTRUCTION |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 808-06713 1650.000 m | 0.23000 379.50| 0.22000 363.00| 0.23000 379.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-06714 1570.000 m | 0.23000 361.10| 0.22000 345.40| 0.23000 361.10 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0072 808-06726 12.000 m | 2.75000 33.00| 2.75000 33.00| 3.00000 36.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 666,881.01| $ 671,727.87| $ 707,833.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 666,881.01| $ 671,727.87| $ 707,833.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1385672 |(6) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|FORCE CONSTRUCTION |SCHUTT-LOOKABILL 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 8.000 MOS | 1000.00000 8000.00| 1247.01000 9976.08| 1426.85000 11414.80 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9500.00000 9500.00| 9300.00000 9300.00| 16128.86000 16128.86 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 36750.00000 36750.00| 36041.94000 36041.94| 40385.00000 40385.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8750.00000 8750.00| 12589.99000 12589.99| 36256.25000 36256.25 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 17500.00000 17500.00| 15956.63000 15956.63| 19590.00000 19590.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 6325.000 m3 | 9.50000 60087.50| 11.97000 75710.25| 14.88000 94116.00 EXCAVATION, COMMON | | | 0007 203-02070 1099.000 m3 | 12.00000 13188.00| 25.36000 27870.64| 11.60000 12748.40 BORROW | | | 0008 203-51223 1132.000 m3 | 12.50000 14150.00| 8.39000 9497.48| 6.17000 6984.44 EXCAVATION, WATERWAY | | | 0009 205-02229 687.000 m | 9.00000 6183.00| 8.20000 5633.40| 8.85000 6079.95 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02233 100.000 m3 | 35.00000 3500.00| 48.19000 4819.00| 20.00000 2000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0011 205-02234 8.000 EACH| 37.50000 300.00| 35.00000 280.00| 37.77000 302.16 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 206-51220 117.400 m3 | 60.00000 7044.00| 16.17000 1898.36| 236.59000 27775.67 EXCAVATION, WET | | | 0013 206-51235 LUMP| 28000.00000 28000.00| 39664.91000 39664.91| 100.00000 100.00 COFFERDAM | | | 0014 211-02060 209.100 m3 | 24.00000 5018.40| 42.69000 8926.48| 23.72000 4959.85 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 21.500 m3 | 100.00000 2150.00| 87.73000 1886.20| 82.06000 1764.29 FLOWABLE MORTAR | | | 0016 303-04095 740.000 Mg | 17.50000 12950.00| 20.00000 14800.00| 17.80000 13172.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 3045.000 Mg | 17.50000 53287.50| 14.75000 44913.75| 17.16000 52252.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 898.000 Mg | 42.80000 38434.40| 38.70000 34752.60| 43.27000 38856.46 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1385672 |(6) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|FORCE CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 401.000 Mg | 50.00000 20050.00| 46.40000 18606.40| 53.14000 21309.14 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 404-05514 1781.000 m2 | 2.75000 4897.75| 2.50000 4452.50| 7.23000 12876.63 SEAL COAT, 5 | | | 0021 405-05517 9.800 Mg | 360.00000 3528.00| 360.00000 3528.00| 161.85000 1586.13 ASPHALT FOR PRIME COAT | | | 0022 406-05520 1.700 Mg | 200.00000 340.00| 200.00000 340.00| 161.85000 275.15 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1200.00000 4800.00| 1150.00000 4600.00| 1240.85000 4963.40 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01740 1.000 EACH| 1700.00000 1700.00| 1650.00000 1650.00| 1780.35000 1780.35 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-06037 3.000 EACH| 575.00000 1725.00| 550.00000 1650.00| 593.45000 1780.35 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 121.920 m | 35.00000 4267.20| 32.50000 3962.40| 35.07000 4275.73 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 6.000 EACH| 10.00000 60.00| 7.00000 42.00| 10.00000 60.00 BARRIER DELINEATOR | | | 0028 603-06040 412.000 m | 15.00000 6180.00| 13.50000 5562.00| 14.57000 6002.84 FENCE, FARM FIELD, 1190 mm | | | 0029 610-05527 203.000 Mg | 80.00000 16240.00| 77.50000 15732.50| 67.44000 13690.32 HMA FOR APPROACHES | | | 0030 610-06257 224.400 m2 | 60.00000 13464.00| 60.82000 13648.01| 50.17000 11258.15 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 611-06497 5.000 EACH| 150.00000 750.00| 125.00000 625.00| 134.88000 674.40 MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 22.000 EACH| 120.00000 2640.00| 105.00000 2310.00| 113.30000 2492.60 RIGHT OF WAY MARKER | | | 0033 615-06527 2.000 EACH| 350.00000 700.00| 110.00000 220.00| 325.00000 650.00 MONUMENT, SECTION CORNER | | | 0034 616-02320 1384.000 m2 | 3.00000 4152.00| 2.32000 3210.88| 4.09000 5660.56 GEOTEXTILES | | | 0035 616-06405 788.000 Mg | 22.50000 17730.00| 25.02000 19715.76| 22.64000 17840.32 RIPRAP, REVETMENT | | | 0036 621-01004 1.000 EACH| 650.00000 650.00| 600.00000 600.00| 647.40000 647.40 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 12875.000 m2 | 0.45000 5793.75| 0.43000 5536.25| 0.46000 5922.50 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1385672 |(6) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|FORCE CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06574 2987.000 m2 | 3.75000 11201.25| 3.36000 10036.32| 3.63000 10842.81 SODDING | | | 0039 622-52436 2.000 EACH| 27.50000 55.00| 20.00000 40.00| 26.98000 53.96 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 68.000 EACH| 11.00000 748.00| 10.00000 680.00| 10.79000 733.72 SEEDLING | | | 0041 701-01849 522.000 m | 77.50000 40455.00| 106.91000 55807.02| 97.31000 50795.82 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0042 701-99086 36.000 EACH| 200.00000 7200.00| 150.00000 5400.00| 218.00000 7848.00 PILE TIP, STEEL SHELL | | | 0043 702-51005 66.200 m3 | 500.00000 33100.00| 379.41000 25116.94| 437.86000 28986.33 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51015 11.200 m3 | 450.00000 5040.00| 376.24000 4213.89| 434.70000 4868.64 CONCRETE, B, FOOTINGS | | | 0045 703-06028 18617.000 kg | 1.50000 27925.50| 1.13000 21037.21| 1.07000 19920.19 REINFORCING BARS | | | 0046 703-06029 14579.000 kg | 1.60000 23326.40| 1.21000 17640.59| 1.25000 18223.75 REINFORCING BARS, EPOXY COATED | | | 0047 703-97936 110.000 EACH| 15.00000 1650.00| 6.60000 726.00| 13.72000 1509.20 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0048 704-51002 197.400 m3 | 450.00000 88830.00| 657.50000 129790.50| 426.85000 84260.19 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 14.800 m3 | 450.00000 6660.00| 395.88000 5859.02| 360.00000 5328.00 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 3000.00000 3000.00| 2700.00000 2700.00| 2410.00000 2410.00 SURFACE SEAL | | | 0052 715-05169 8.100 m | 75.00000 607.50| 152.12000 1232.17| 62.49000 506.17 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05173 57.600 m | 185.00000 10656.00| 114.87000 6616.51| 72.55000 4178.88 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0054 715-05249 42.000 m | 350.00000 14700.00| 323.35000 13580.70| 582.92000 24482.64 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.68 | | | m2 | | | 0055 715-05365 7.400 m | 200.00000 1480.00| 187.49000 1387.43| 186.79000 1382.25 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0056 715-44240 2.500 m3 | 750.00000 1875.00| 662.90000 1657.25| 798.45000 1996.13 CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1385672 |(6) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|FORCE CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-46005 2.000 EACH| 300.00000 600.00| 253.56000 507.12| 224.10000 448.20 PIPE END SECTION, 375 mm | | | 0058 715-46020 10.000 EACH| 500.00000 5000.00| 496.34000 4963.40| 334.07000 3340.70 PIPE END SECTION, 600 mm | | | 0059 715-46065 2.000 EACH| 600.00000 1200.00| 233.22000 466.44| 324.32000 648.64 PIPE END SECTION, MIN. AREA .27 m2 | | | 0060 801-04308 10.000 EACH| 220.00000 2200.00| 190.00000 1900.00| 205.01000 2050.10 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 4.000 EACH| 100.00000 400.00| 75.00000 300.00| 80.93000 323.73 BARRICADE, IIIA | | | 0062 801-06606 16.000 EACH| 100.00000 1600.00| 85.00000 1360.00| 91.72000 1467.52 BARRICADE, IIIB | | | 0063 801-06625 5.000 EACH| 100.00000 500.00| 95.00000 475.00| 102.51000 512.55 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 18.000 EACH| 100.00000 1800.00| 65.00000 1170.00| 70.14000 1262.52 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 19791.90000 19791.90 MAINTAINING TRAFFIC | | | 0066 802-76020 0.900 m2 | 400.00000 360.00| 200.00000 180.00| 327.37000 294.63 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0067 802-76025 1.120 m2 | 400.00000 448.00| 405.00000 453.60| 340.42000 381.27 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 802-76035 1.440 m2 | 400.00000 576.00| 480.00000 691.20| 365.35000 526.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0069 802-76055 34.400 m | 27.50000 946.00| 28.46000 979.02| 26.24000 902.66 SIGN POST, A | | | 0070 808-06713 1650.000 m | 0.25000 412.50| 0.20000 330.00| 0.22000 363.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-06714 1570.000 m | 0.25000 392.50| 0.20000 314.00| 0.22000 345.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0072 808-06726 12.000 m | 3.00000 36.00| 2.50000 30.00| 2.70000 32.40 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 739,241.15| $ 783,950.74| $ 805,250.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 739,241.15| $ 783,950.74| $ 805,250.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 8.000 MOS | 1200.00000 9600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11000.00000 11000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 58000.00000 58000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 38000.00000 38000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 6325.000 m3 | 16.00000 101200.00| | EXCAVATION, COMMON | | | 0007 203-02070 1099.000 m3 | 22.00000 24178.00| | BORROW | | | 0008 203-51223 1132.000 m3 | 18.00000 20376.00| | EXCAVATION, WATERWAY | | | 0009 205-02229 687.000 m | 5.00000 3435.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02233 100.000 m3 | 25.00000 2500.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0011 205-02234 8.000 EACH| 50.00000 400.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 206-51220 117.400 m3 | 100.00000 11740.00| | EXCAVATION, WET | | | 0013 206-51235 LUMP| 20000.00000 20000.00| | COFFERDAM | | | 0014 211-02060 209.100 m3 | 30.00000 6273.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 21.500 m3 | 108.00000 2322.00| | FLOWABLE MORTAR | | | 0016 303-04095 740.000 Mg | 22.00000 16280.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 3045.000 Mg | 17.00000 51765.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 898.000 Mg | 35.00000 31430.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 401.000 Mg | 51.00000 20451.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 404-05514 1781.000 m2 | 6.00000 10686.00| | SEAL COAT, 5 | | | 0021 405-05517 9.800 Mg | 158.00000 1548.40| | ASPHALT FOR PRIME COAT | | | 0022 406-05520 1.700 Mg | 305.00000 518.50| | ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1219.00000 4876.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01740 1.000 EACH| 1749.00000 1749.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-06037 3.000 EACH| 583.00000 1749.00| | GUARDRAIL END TREATMENT, I | | | 0026 601-99105 121.920 m | 35.00000 4267.20| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 6.000 EACH| 20.00000 120.00| | BARRIER DELINEATOR | | | 0028 603-06040 412.000 m | 15.00000 6180.00| | FENCE, FARM FIELD, 1190 mm | | | 0029 610-05527 203.000 Mg | 90.00000 18270.00| | HMA FOR APPROACHES | | | 0030 610-06257 224.400 m2 | 70.00000 15708.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 611-06497 5.000 EACH| 130.00000 650.00| | MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 22.000 EACH| 110.00000 2420.00| | RIGHT OF WAY MARKER | | | 0033 615-06527 2.000 EACH| 400.00000 800.00| | MONUMENT, SECTION CORNER | | | 0034 616-02320 1384.000 m2 | 4.00000 5536.00| | GEOTEXTILES | | | 0035 616-06405 788.000 Mg | 26.00000 20488.00| | RIPRAP, REVETMENT | | | 0036 621-01004 1.000 EACH| 640.00000 640.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 12875.000 m2 | 0.46000 5922.50| | MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06574 2987.000 m2 | 4.00000 11948.00| | SODDING | | | 0039 622-52436 2.000 EACH| 27.00000 54.00| | SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 68.000 EACH| 11.00000 748.00| | SEEDLING | | | 0041 701-01849 522.000 m | 135.00000 70470.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0042 701-99086 36.000 EACH| 170.00000 6120.00| | PILE TIP, STEEL SHELL | | | 0043 702-51005 66.200 m3 | 700.00000 46340.00| | CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51015 11.200 m3 | 800.00000 8960.00| | CONCRETE, B, FOOTINGS | | | 0045 703-06028 18617.000 kg | 1.10000 20478.70| | REINFORCING BARS | | | 0046 703-06029 14579.000 kg | 1.25000 18223.75| | REINFORCING BARS, EPOXY COATED | | | 0047 703-97936 110.000 EACH| 16.00000 1760.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0048 704-51002 197.400 m3 | 564.00000 111333.60| | CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH| 1400.00000 5600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 14.800 m3 | 400.00000 5920.00| | CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 3000.00000 3000.00| | SURFACE SEAL | | | 0052 715-05169 8.100 m | 80.00000 648.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05173 57.600 m | 150.00000 8640.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0054 715-05249 42.000 m | 830.00000 34860.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 1.68 | | | m2 | | | 0055 715-05365 7.400 m | 220.00000 1628.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0056 715-44240 2.500 m3 | 1100.00000 2750.00| | CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 440 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,116.00 ROUTE : PRAIRIE BAPTIST ROAD CALL ORDER : 440 CONTRACT ID : B -25331-A COUNTIES : HAMILTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-46005 2.000 EACH| 350.00000 700.00| | PIPE END SECTION, 375 mm | | | 0058 715-46020 10.000 EACH| 400.00000 4000.00| | PIPE END SECTION, 600 mm | | | 0059 715-46065 2.000 EACH| 500.00000 1000.00| | PIPE END SECTION, MIN. AREA .27 m2 | | | 0060 801-04308 10.000 EACH| 202.00000 2020.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 4.000 EACH| 80.00000 320.00| | BARRICADE, IIIA | | | 0062 801-06606 16.000 EACH| 90.00000 1440.00| | BARRICADE, IIIB | | | 0063 801-06625 5.000 EACH| 101.00000 505.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 18.000 EACH| 69.00000 1242.00| | CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0066 802-76020 0.900 m2 | 170.00000 153.00| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0067 802-76025 1.120 m2 | 212.00000 237.44| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 802-76035 1.440 m2 | 200.00000 288.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0069 802-76055 34.400 m | 17.00000 584.80| | SIGN POST, A | | | 0070 808-06713 1650.000 m | 0.22000 363.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-06714 1570.000 m | 0.22000 345.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0072 808-06726 12.000 m | 3.00000 36.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 938,795.29| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 938,795.29| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 219,418.61 ROUTE : I-70 CALL ORDER : 450 CONTRACT ID : B -25416-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 070300M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 108,989.05 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 112,273.67 103.0137% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 158,521.90 145.4475% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 160,537.00 147.2964% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-1364963 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0001 110-01001 LUMP| 5000.00000 5000.00| 5600.00000 5600.00| 7500.00000 7500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-51328 LUMP| 7000.00000 7000.00| 19419.00000 19419.00| 18500.00000 18500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0003 702-51110 87.100 kg | 7.00000 609.70| 6.60000 574.86| 5.00000 435.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0004 703-51032 1346.000 kg | 3.50000 4711.00| 2.21000 2974.66| 2.50000 3365.00 REINFORCING STEEL, EPOXY COATED | | | 0005 704-51002 10.700 m3 | 1400.00000 14980.00| 1133.90000 12132.73| 1000.00000 10700.00 CONCRETE, C, SUPERSTRUCTURE | | | 0006 706-51132 25.000 m | 200.00000 5000.00| 20.00000 500.00| 50.00000 1250.00 RAILING, RESET | | | 0007 709-51821 LUMP| 1200.00000 1200.00| 158.00000 158.00| 1000.00000 1000.00 SURFACE SEAL | | | 0008 711-51038 LUMP| 27200.00000 27200.00| 22466.00000 22466.00| 37500.00000 37500.00 STRUCTURAL STEEL | | | 0009 711-51114 4.000 EACH| 80.00000 320.00| 75.00000 300.00| 20.00000 80.00 ANCHOR BOLT, AR22 | | | 0010 711-51864 18.000 EACH| 50.00000 900.00| 20.00000 360.00| 17.50000 315.00 DRILLED HOLE | | | 0011 711-91149 LUMP| 9500.00000 9500.00| 10500.00000 10500.00| 16000.00000 16000.00 STRAIGHTEN STEEL BEAM , LOCATION NO 1 | | | 0012 711-91149 LUMP| 8500.00000 8500.00| 10500.00000 10500.00| 16000.00000 16000.00 STRAIGHTEN STEEL BEAM , LOCATION NO 2 | | | 0013 715-91361 31.000 m | 60.00000 1860.00| 32.00000 992.00| 32.00000 992.00 PIPE, PVC, 150 mm | | | 0014 801-01093 2.000 EACH| 625.00000 1250.00| 690.00000 1380.00| 600.00000 1200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 219,418.61 ROUTE : I-70 CALL ORDER : 450 CONTRACT ID : B -25416-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-1364963 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 237.000 m | 3.25000 770.25| 3.57000 846.09| 3.20000 758.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0016 801-06606 2.000 EACH| 65.00000 130.00| 69.00000 138.00| 65.00000 130.00 BARRICADE, IIIB | | | 0017 801-06640 17.000 EACH| 55.00000 935.00| 58.00000 986.00| 80.00000 1360.00 CONSTRUCTION SIGN, A | | | 0018 801-06710 135.000 DAY | 10.00000 1350.00| 18.40000 2484.00| 16.50000 2227.50 FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 5000.00000 5000.00| 4406.00000 4406.00| 22500.00000 22500.00 MAINTAINING TRAFFIC | | | 0020 801-09133 2.000 EACH| 1600.00000 3200.00| 1725.00000 3450.00| 1600.00000 3200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0021 805-06592 25.000 m | 60.00000 1500.00| 60.71000 1517.75| 50.00000 1250.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0022 807-92585 1.000 EACH| 3000.00000 3000.00| 3617.35000 3617.35| 3000.00000 3000.00 LIGHT POLE RESET | | | 0023 808-06701 39.000 m | 3.65000 142.35| 4.00000 156.00| 4.00000 156.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0024 808-06703 33.000 m | 3.25000 107.25| 3.45000 113.85| 3.50000 115.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0025 808-06716 22.000 m | 3.25000 71.50| 3.45000 75.90| 3.50000 77.00 LINE, REMOVE | | | 0026 602-06639 118.800 m | 40.00000 4752.00| 55.77000 6625.48| 75.00000 8910.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | SECTION TOTALS | $ 108,989.05| $ 112,273.67| $ 158,521.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 108,989.05| $ 112,273.67| $ 158,521.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 219,418.61 ROUTE : I-70 CALL ORDER : 450 CONTRACT ID : B -25416-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0001 110-01001 LUMP| 8000.00000 8000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-51328 LUMP| 26000.00000 26000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0003 702-51110 87.100 kg | 12.00000 1045.20| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0004 703-51032 1346.000 kg | 2.60000 3499.60| | REINFORCING STEEL, EPOXY COATED | | | 0005 704-51002 10.700 m3 | 1600.00000 17120.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0006 706-51132 25.000 m | 100.00000 2500.00| | RAILING, RESET | | | 0007 709-51821 LUMP| 1500.00000 1500.00| | SURFACE SEAL | | | 0008 711-51038 LUMP| 51000.00000 51000.00| | STRUCTURAL STEEL | | | 0009 711-51114 4.000 EACH| 135.00000 540.00| | ANCHOR BOLT, AR22 | | | 0010 711-51864 18.000 EACH| 50.00000 900.00| | DRILLED HOLE | | | 0011 711-91149 LUMP| 10850.00000 10850.00| | STRAIGHTEN STEEL BEAM , LOCATION NO 1 | | | 0012 711-91149 LUMP| 8700.00000 8700.00| | STRAIGHTEN STEEL BEAM , LOCATION NO 2 | | | 0013 715-91361 31.000 m | 70.00000 2170.00| | PIPE, PVC, 150 mm | | | 0014 801-01093 2.000 EACH| 1325.00000 2650.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0015 801-06207 237.000 m | 3.10000 734.70| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0016 801-06606 2.000 EACH| 60.00000 120.00| | BARRICADE, IIIB | | | 0017 801-06640 17.000 EACH| 50.00000 850.00| | CONSTRUCTION SIGN, A | | | 0018 801-06710 135.000 DAY | 16.00000 2160.00| | FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 1335.00000 1335.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 219,418.61 ROUTE : I-70 CALL ORDER : 450 CONTRACT ID : B -25416-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-09133 2.000 EACH| 1500.00000 3000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0021 805-06592 25.000 m | 53.00000 1325.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0022 807-92585 1.000 EACH| 2950.00000 2950.00| | LIGHT POLE RESET | | | 0023 808-06701 39.000 m | 3.50000 136.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0024 808-06703 33.000 m | 3.00000 99.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0025 808-06716 22.000 m | 3.00000 66.00| | LINE, REMOVE | | | 0026 602-06639 118.800 m | 95.00000 11286.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | SECTION TOTALS | $ 160,537.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 160,537.00| | ====================================================================================================================================