INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,886.35 ROUTE : SR 13 CALL ORDER : 401 CONTRACT ID : B -24585-A COUNTIES : MADISON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5348003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 278,606.13 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 294,210.99 105.6010% 3 35-1447641 STRUCTURE CONTRACTORS $ 323,679.69 116.1782% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 329,904.33 118.4124% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 340,360.55 122.1654% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3500.00000 3500.00| 100.00000 100.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1100.00000 6600.00| 1600.00000 9600.00| 1300.00000 7800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 13500.00000 13500.00| 14700.00000 14700.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 91.400 m2 | 20.00000 1828.00| 10.00000 914.00| 51.00000 4661.40 PAVEMENT, REMOVE | | | 0006 202-02241 310.200 m | 8.00000 2481.60| 9.04000 2804.21| 5.00000 1551.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 24500.00000 24500.00| 36539.00000 36539.00| 31000.00000 31000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 483.000 m2 | 5.50000 2656.50| 8.00000 3864.00| 6.00000 2898.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 133.000 m3 | 15.00000 1995.00| 20.00000 2660.00| 35.00000 4655.00 EXCAVATION, COMMON | | | 0010 203-02070 920.000 m3 | 14.00000 12880.00| 10.00000 9200.00| 23.00000 21160.00 BORROW | | | 0011 303-52308 42.000 Mg | 24.00000 1008.00| 40.00000 1680.00| 35.00000 1470.00 COMPACTED AGGREGATE, O, 53 | | | 0012 406-05521 1828.000 m2 | 0.10000 182.80| 0.06000 109.68| 0.05000 91.40 ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1300.00000 5200.00| 1220.00000 4880.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,886.35 ROUTE : SR 13 CALL ORDER : 401 CONTRACT ID : B -24585-A COUNTIES : MADISON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01625 1.000 EACH| 1300.00000 1300.00| 1367.00000 1367.00| 500.00000 500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-01700 2.000 EACH| 1500.00000 3000.00| 1752.00000 3504.00| 500.00000 1000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-06037 1.000 EACH| 700.00000 700.00| 672.00000 672.00| 1200.00000 1200.00 GUARDRAIL END TREATMENT, I | | | 0017 601-07024 2.000 EACH| 4500.00000 9000.00| 5763.00000 11526.00| 7500.00000 15000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0018 601-94689 1.000 EACH| 2250.00000 2250.00| 2147.00000 2147.00| 1500.00000 1500.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 257.180 m | 31.00000 7972.58| 37.29000 9590.24| 28.00000 7201.04 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 158.600 m | 52.50000 8326.50| 59.05000 9365.33| 55.00000 8723.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 18.000 EACH| 8.75000 157.50| 8.00000 144.00| 10.00000 180.00 BARRIER DELINEATOR | | | 0022 610-05527 371.000 Mg | 90.00000 33390.00| 87.88000 32603.48| 70.00000 25970.00 HMA FOR APPROACHES | | | 0023 610-06259 118.200 m2 | 57.50000 6796.50| 68.00000 8037.60| 62.00000 7328.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0024 616-02320 249.000 m2 | 3.00000 747.00| 2.00000 498.00| 3.00000 747.00 GEOTEXTILES | | | 0025 616-05689 108.000 Mg | 35.00000 3780.00| 24.00000 2592.00| 85.00000 9180.00 RIPRAP, CLASS 2 | | | 0026 621-01004 1.000 EACH| 350.00000 350.00| 340.00000 340.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-02770 3000.000 m2 | 2.00000 6000.00| 2.06000 6180.00| 2.00000 6000.00 EROSION CONTROL BLANKET | | | 0028 621-06548 4.000 kg | 60.00000 240.00| 62.00000 248.00| 55.00000 220.00 SEED MIXTURE, CV | | | 0029 621-06559 4000.000 m2 | 0.50000 2000.00| 0.51000 2040.00| 0.45000 1800.00 MULCHED SEEDING, R | | | 0030 702-51863 476.000 EACH| 7.50000 3570.00| 6.00000 2856.00| 8.00000 3808.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 1444.000 kg | 1.80000 2599.20| 1.65000 2382.60| 1.50000 2166.00 REINFORCING STEEL | | | 0032 703-51032 3743.000 kg | 1.90000 7111.70| 1.87000 6999.41| 2.00000 7486.00 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,886.35 ROUTE : SR 13 CALL ORDER : 401 CONTRACT ID : B -24585-A COUNTIES : MADISON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 703-97936 22.000 EACH| 14.00000 308.00| 12.00000 264.00| 12.00000 264.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 706-05732 4.000 EACH| 1100.00000 4400.00| 1400.00000 5600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51025 88.400 m | 135.00000 11934.00| 114.24000 10098.82| 125.00000 11050.00 CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 3750.00000 3750.00| 4000.00000 4000.00| 5000.00000 5000.00 SURFACE SEAL | | | 0037 715-05756 13.000 m | 75.00000 975.00| 101.00000 1313.00| 100.00000 1300.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | CONCRETE | | | 0038 715-46000 3.000 EACH| 255.00000 765.00| 453.00000 1359.00| 300.00000 900.00 PIPE END SECTION, 300 mm | | | 0039 722-51401 40.000 m2 | 100.00000 4000.00| 161.40000 6456.00| 162.00000 6480.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0040 722-51842 389.000 m2 | 69.50000 27035.50| 70.77000 27529.53| 65.00000 25285.00 BRIDGE DECK OVERLAY | | | 0041 722-51846 5.100 m3 | 434.50000 2215.95| 434.50000 2215.95| 434.50000 2215.95 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 75.000 m2 | 75.00000 5625.00| 75.32000 5649.00| 76.00000 5700.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 722-60824 375.000 m2 | 6.50000 2437.50| 8.00000 3000.00| 10.00000 3750.00 SURFACE MILLING | | | 0044 801-01851 LUMP| 14500.00000 14500.00| 21500.00000 21500.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0045 801-06207 711.000 m | 3.00000 2133.00| 3.22000 2289.42| 3.50000 2488.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06640 21.000 EACH| 80.00000 1680.00| 54.00000 1134.00| 100.00000 2100.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 6.000 EACH| 30.00000 180.00| 31.00000 186.00| 40.00000 240.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 5500.00000 5500.00| 2000.00000 2000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0049 808-06713 446.000 m | 0.85000 379.10| 0.72000 321.12| 2.00000 892.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 372.000 m | 0.85000 316.20| 0.72000 267.84| 2.00000 744.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0051 808-06716 462.000 m | 2.00000 924.00| 1.48000 683.76| 2.00000 924.00 LINE, REMOVE | | | 0052 205-06937 400.000 m | 7.00000 2800.00| 6.00000 2400.00| 6.00000 2400.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,886.35 ROUTE : SR 13 CALL ORDER : 401 CONTRACT ID : B -24585-A COUNTIES : MADISON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 616-06405 45.000 Mg | 25.00000 1125.00| 40.00000 1800.00| 50.00000 2250.00 RIPRAP, REVETMENT | | | SECTION TOTALS | $ 278,606.13| $ 294,210.99| $ 323,679.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,606.13| $ 294,210.99| $ 323,679.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,886.35 ROUTE : SR 13 CALL ORDER : 401 CONTRACT ID : B -24585-A COUNTIES : MADISON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |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 105-06845 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1400.00000 8400.00| 1500.00000 9000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16450.00000 16450.00| 16500.00000 16500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1800.00000 1800.00| 5000.00000 5000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 91.400 m2 | 20.00000 1828.00| 25.00000 2285.00| PAVEMENT, REMOVE | | | 0006 202-02241 310.200 m | 12.50000 3877.50| 8.00000 2481.60| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 19466.00000 19466.00| 24000.00000 24000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 483.000 m2 | 7.00000 3381.00| 9.00000 4347.00| SURFACE MILLING, ASPHALT | | | 0009 203-02000 133.000 m3 | 12.00000 1596.00| 30.00000 3990.00| EXCAVATION, COMMON | | | 0010 203-02070 920.000 m3 | 25.00000 23000.00| 35.00000 32200.00| BORROW | | | 0011 303-52308 42.000 Mg | 45.00000 1890.00| 30.00000 1260.00| COMPACTED AGGREGATE, O, 53 | | | 0012 406-05521 1828.000 m2 | 0.06000 109.68| 0.05000 91.40| ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1250.00000 5000.00| 1080.00000 4320.00| GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-01625 1.000 EACH| 1250.00000 1250.00| 1210.00000 1210.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-01700 2.000 EACH| 1500.00000 3000.00| 1550.00000 3100.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-06037 1.000 EACH| 675.00000 675.00| 595.00000 595.00| GUARDRAIL END TREATMENT, I | | | 0017 601-07024 2.000 EACH| 3200.00000 6400.00| 5100.00000 10200.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0018 601-94689 1.000 EACH| 2150.00000 2150.00| 1900.00000 1900.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 257.180 m | 30.00000 7715.40| 33.00000 8486.94| GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 401 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,886.35 ROUTE : SR 13 CALL ORDER : 401 CONTRACT ID : B -24585-A COUNTIES : MADISON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 158.600 m | 92.00000 14591.20| 95.00000 15067.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 18.000 EACH| 8.60000 154.80| 7.00000 126.00| BARRIER DELINEATOR | | | 0022 610-05527 371.000 Mg | 68.00000 25228.00| 80.00000 29680.00| HMA FOR APPROACHES | | | 0023 610-06259 118.200 m2 | 98.00000 11583.60| 90.00000 10638.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0024 616-02320 249.000 m2 | 9.00000 2241.00| 4.00000 996.00| GEOTEXTILES | | | 0025 616-05689 108.000 Mg | 88.00000 9504.00| 50.00000 5400.00| RIPRAP, CLASS 2 | | | 0026 621-01004 1.000 EACH| 300.00000 300.00| 300.00000 300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-02770 3000.000 m2 | 2.00000 6000.00| 1.82000 5460.00| EROSION CONTROL BLANKET | | | 0028 621-06548 4.000 kg | 60.00000 240.00| 55.00000 220.00| SEED MIXTURE, CV | | | 0029 621-06559 4000.000 m2 | 0.50000 2000.00| 0.45000 1800.00| MULCHED SEEDING, R | | | 0030 702-51863 476.000 EACH| 10.00000 4760.00| 7.00000 3332.00| FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 1444.000 kg | 1.60000 2310.40| 2.00000 2888.00| REINFORCING STEEL | | | 0032 703-51032 3743.000 kg | 1.70000 6363.10| 2.25000 8421.75| REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 22.000 EACH| 18.00000 396.00| 10.00000 220.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 706-05732 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51025 88.400 m | 200.00000 17680.00| 160.00000 14144.00| CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 3800.00000 3800.00| 3000.00000 3000.00| SURFACE SEAL | | | 0037 715-05756 13.000 m | 100.00000 1300.00| 185.00000 2405.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | CONCRETE | | | 0038 715-46000 3.000 EACH| 300.00000 900.00| 900.00000 2700.00| PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 401 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,886.35 ROUTE : SR 13 CALL ORDER : 401 CONTRACT ID : B -24585-A COUNTIES : MADISON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 722-51401 40.000 m2 | 500.00000 20000.00| 400.00000 16000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0040 722-51842 389.000 m2 | 90.00000 35010.00| 75.00000 29175.00| BRIDGE DECK OVERLAY | | | 0041 722-51846 5.100 m3 | 434.50000 2215.95| 434.50000 2215.95| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 75.000 m2 | 152.00000 11400.00| 100.00000 7500.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 722-60824 375.000 m2 | 8.00000 3000.00| 10.00000 3750.00| SURFACE MILLING | | | 0044 801-01851 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0045 801-06207 711.000 m | 3.00000 2133.00| 2.85000 2026.35| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06640 21.000 EACH| 50.00000 1050.00| 48.00000 1008.00| CONSTRUCTION SIGN, A | | | 0047 801-06645 6.000 EACH| 30.00000 180.00| 27.50000 165.00| CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0049 808-06713 446.000 m | 0.65000 289.90| 0.63000 280.98| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 372.000 m | 0.65000 241.80| 0.63000 234.36| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0051 808-06716 462.000 m | 1.50000 693.00| 1.31000 605.22| LINE, REMOVE | | | 0052 205-06937 400.000 m | 6.00000 2400.00| 5.15000 2060.00| TEMPORARY SILT FENCE | | | 0053 616-06405 45.000 Mg | 70.00000 3150.00| 35.00000 1575.00| RIPRAP, REVETMENT | | | SECTION TOTALS | $ 329,904.33| $ 340,360.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 329,904.33| $ 340,360.55| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,940.00 ROUTE : NUS 24 CALL ORDER : 411 CONTRACT ID : B -25974-A COUNTIES : JASPER LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1441020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 630,472.76 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 651,231.47 103.2925% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 774,275.22 122.8086% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1917625 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 18500.00000 18500.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2200.00000 19800.00| 1500.00000 13500.00| 2000.00000 18000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 20000.00000 20000.00| 38710.00000 38710.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 6000.00000 6000.00| 15400.00000 15400.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 312.502 m | 12.00000 3750.02| 12.00000 3750.02| 9.00000 2812.52 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 18000.00000 18000.00| 15000.00000 15000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 716.100 m2 | 5.25000 3759.53| 6.00000 4296.60| 6.50000 4654.65 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1699.000 m3 | 10.25000 17414.75| 10.46000 17771.54| 23.00000 39077.00 EXCAVATION, COMMON | | | 0009 203-06499 2760.000 m2 | 5.00000 13800.00| 4.78000 13192.80| 5.00000 13800.00 SUBGRADE TREATMENT | | | 0010 203-51223 259.900 m3 | 12.50000 3248.75| 13.00000 3378.70| 23.00000 5977.70 EXCAVATION, WATERWAY | | | 0011 205-02224 78.000 m | 9.75000 760.50| 12.00000 936.00| 8.25000 643.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 142.000 m | 7.00000 994.00| 19.00000 2698.00| 17.00000 2414.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 2.000 EACH| 300.00000 600.00| 100.00000 200.00| 61.00000 122.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,940.00 ROUTE : NUS 24 CALL ORDER : 411 CONTRACT ID : B -25974-A COUNTIES : JASPER LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1917625 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 206-93520 91.000 m2 | 20.00000 1820.00| 75.00000 6825.00| 180.00000 16380.00 TEMPORARY SHEET PILING | | | 0016 211-02060 559.000 m3 | 18.00000 10062.00| 24.85000 13891.15| 13.00000 7267.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-52308 2329.000 Mg | 14.25000 33188.25| 18.00000 41922.00| 17.00000 39593.00 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 1014.000 Mg | 49.00000 49686.00| 47.00000 47658.00| 42.00000 42588.00 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 1191.000 Mg | 48.90000 58239.90| 61.00000 72651.00| 48.00000 57168.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 360.000 Mg | 56.00000 20160.00| 76.00000 27360.00| 69.00000 24840.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 490.000 Mg | 43.00000 21070.00| 47.00000 23030.00| 42.00000 20580.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 1813.000 m2 | 3.90000 7070.70| 3.00000 5439.00| 2.60000 4713.80 SEAL COAT, 2 | | | 0023 405-05518 2583.000 m2 | 1.20000 3099.60| 0.56000 1446.48| 0.50000 1291.50 ASPHALT FOR PRIME COAT | | | 0024 406-05521 6419.000 m2 | 0.45000 2888.55| 0.12000 770.28| 0.10000 641.90 ASPHALT FOR TACK COAT | | | 0025 601-06854 2.000 EACH| 1920.00000 3840.00| 2500.00000 5000.00| 1750.00000 3500.00 GUARDRAIL, W-BEAM, NESTED | | | 0026 601-94689 4.000 EACH| 2500.00000 10000.00| 2400.00000 9600.00| 2150.00000 8600.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 1100.00000 1100.00| 1000.00000 1000.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 110.500 m | 35.00000 3867.50| 39.00000 4309.50| 33.00000 3646.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 603-06060 278.600 m | 34.00000 9472.40| 20.00000 5572.00| 24.00000 6686.40 FENCE, FARM FIELD, RESET | | | 0030 611-06497 1.000 EACH| 300.00000 300.00| 220.00000 220.00| 225.00000 225.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 12.000 EACH| 135.00000 1620.00| 200.00000 2400.00| 115.00000 1380.00 RIGHT OF WAY MARKER | | | 0032 615-06527 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 700.00000 700.00 MONUMENT, SECTION CORNER | | | 0033 616-02320 539.200 m2 | 3.60000 1941.12| 5.00000 2696.00| 1.40000 754.88 GEOTEXTILES | | | 0034 616-05688 671.100 Mg | 46.00000 30870.60| 50.00000 33555.00| 62.00000 41608.20 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,940.00 ROUTE : NUS 24 CALL ORDER : 411 CONTRACT ID : B -25974-A COUNTIES : JASPER LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1917625 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-01004 2.000 EACH| 500.00000 1000.00| 600.00000 1200.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 1.010 Mg | 550.00000 555.50| 800.00000 808.00| 685.00000 691.85 FERTILIZER | | | 0037 621-06548 1.800 kg | 75.00000 135.00| 70.00000 126.00| 56.00000 100.80 SEED MIXTURE, CV | | | 0038 621-06553 213.810 kg | 7.02000 1500.95| 9.00000 1924.29| 7.50000 1603.58 SEED MIXTURE, R | | | 0039 621-06565 5.040 Mg | 600.00000 3024.00| 600.00000 3024.00| 520.00000 2620.80 MULCHING MATERIAL | | | 0040 621-06567 27.700 kL | 10.00000 277.00| 0.60000 16.62| 0.75000 20.78 WATER | | | 0041 621-06574 1274.000 m2 | 3.00000 3822.00| 5.00000 6370.00| 4.10000 5223.40 SODDING | | | 0042 622-52436 4.000 EACH| 28.00000 112.00| 30.00000 120.00| 26.00000 104.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 150.000 EACH| 8.00000 1200.00| 12.00000 1800.00| 11.50000 1725.00 SEEDLING | | | 0044 713-51335 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| 120000.00000 120000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0045 713-95203 4.000 EACH| 900.00000 3600.00| 1050.00000 4200.00| 625.00000 2500.00 GUARDRAIL END TREATMENT, I, TEMPORARY | | | BRIDGE APPROACHES | | | 0046 713-99365 122.440 m | 31.00000 3795.64| 35.00000 4285.40| 29.00000 3550.76 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0047 715-03475 4.000 EACH| 500.00000 2000.00| 300.00000 1200.00| 425.00000 1700.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0048 715-05169 24.400 m | 41.00000 1000.40| 60.00000 1464.00| 70.00000 1708.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 723-06660 56.100 m2 | 518.00000 29059.80| 483.42000 27119.86| 660.00000 37026.00 WINGWALL | | | 0051 801-04308 2.000 EACH| 300.00000 600.00| 400.00000 800.00| 150.00000 300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06203 1818.000 m | 1.20000 2181.60| 0.85000 1545.30| 0.65000 1181.70 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0053 801-06605 6.000 EACH| 110.00000 660.00| 150.00000 900.00| 80.00000 480.00 BARRICADE, IIIA | | | 0054 801-06640 18.000 EACH| 115.00000 2070.00| 120.00000 2160.00| 88.00000 1584.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,940.00 ROUTE : NUS 24 CALL ORDER : 411 CONTRACT ID : B -25974-A COUNTIES : JASPER LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1917625 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06645 22.000 EACH| 64.00000 1408.00| 70.00000 1540.00| 30.00000 660.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 9300.00000 9300.00| 10000.00000 10000.00| 13000.00000 13000.00 MAINTAINING TRAFFIC | | | 0057 808-06713 1150.000 m | 1.02000 1173.00| 0.73000 839.50| 0.33000 379.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 1150.000 m | 1.02000 1173.00| 0.73000 839.50| 0.33000 379.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-75996 20.000 EACH| 18.00000 360.00| 15.00000 300.00| 15.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 20.000 EACH| 92.00000 1840.00| 79.00000 1580.00| 50.00000 1000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 723-06927 20.110 m | 6370.00000 128100.70| 5072.10000 101999.93| 6000.00000 120660.00 STRUCTURE, PRECAST THREE-SIDED, 7010 mm | | | X 3050 mm | | | SECTION TOTALS | $ 630,472.76| $ 651,231.47| $ 774,275.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 630,472.76| $ 651,231.47| $ 774,275.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,330.32 ROUTE : SR 162 CALL ORDER : 431 CONTRACT ID : B -26070-A COUNTIES : DUBOIS LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4519005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 496,772.95 100.0000% 2 35-2072438 T D & O LLC $ 497,896.74 100.2262% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 529,491.73 106.5862% 4 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 551,648.66 111.0464% 5 35-0626844 RUDOLPH, J.H. & CO $ 567,471.53 114.2315% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 613,976.34 123.5929% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 625,122.69 125.8367% 8 35-1878024 RAGLE, INC. $ 634,864.70 127.7977% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2072438 |(3) 35-1009310 |ERBER & MILLIGAN CONSTR. CO.|T D & O LLC |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 1150.00000 8050.00| 1200.00000 8400.00| 1855.00000 12985.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 24500.00000 24500.00| 20000.00000 20000.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1400.00000 1400.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 215.800 m2 | 17.50000 3776.50| 20.00000 4316.00| 13.60000 2934.88 PAVEMENT, REMOVE | | | 0006 202-02241 155.850 m | 6.00000 935.10| 6.00000 935.10| 6.00000 935.10 GUARDRAIL, REMOVE | | | 0007 202-02272 31.000 m | 17.50000 542.50| 15.00000 465.00| 18.00000 558.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 55000.00000 55000.00| 28600.00000 28600.00| 22480.00000 22480.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 205.000 m2 | 7.50000 1537.50| 11.00000 2255.00| 8.40000 1722.00 SURFACE MILLING, ASPHALT | | | 0010 203-02070 220.000 m3 | 12.00000 2640.00| 8.00000 1760.00| 12.80000 2816.00 BORROW | | | 0011 206-51225 53.000 m3 | 17.50000 927.50| 30.00000 1590.00| 18.40000 975.20 EXCAVATION, DRY | | | 0012 213-52830 7.600 m3 | 100.00000 760.00| 150.00000 1140.00| 186.00000 1413.60 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,330.32 ROUTE : SR 162 CALL ORDER : 431 CONTRACT ID : B -26070-A COUNTIES : DUBOIS LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2072438 |(3) 35-1009310 |ERBER & MILLIGAN CONSTR. CO.|T D & O LLC |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 86.000 Mg | 22.00000 1892.00| 18.00000 1548.00| 25.70000 2210.20 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 1288.000 m2 | 0.25000 322.00| 0.60000 772.80| 0.50000 644.00 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1250.00000 5000.00| 1284.00000 5136.00| 1260.00000 5040.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-07024 2.000 EACH| 4800.00000 9600.00| 4815.00000 9630.00| 4900.00000 9800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0017 601-94689 4.000 EACH| 2400.00000 9600.00| 2455.00000 9820.00| 2350.00000 9400.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 161.930 m | 35.00000 5667.55| 35.85000 5805.19| 35.00000 5667.55 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 201.170 m | 50.00000 10058.50| 50.00000 10058.50| 94.00000 18909.98 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06729 18.000 EACH| 9.00000 162.00| 8.00000 144.00| 17.00000 306.00 BARRIER DELINEATOR | | | 0021 610-05527 395.300 Mg | 80.00000 31624.00| 77.00000 30438.10| 62.00000 24508.60 HMA FOR APPROACHES | | | 0022 610-06259 240.600 m2 | 55.00000 13233.00| 60.00000 14436.00| 62.00000 14917.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0023 616-02320 396.000 m2 | 3.00000 1188.00| 3.50000 1386.00| 2.80000 1108.80 GEOTEXTILES | | | 0024 616-06405 233.000 Mg | 18.50000 4310.50| 20.00000 4660.00| 28.40000 6617.20 RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 500.00000 500.00| 600.00000 600.00| 975.00000 975.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 2000.000 m2 | 0.65000 1300.00| 1.25000 2500.00| 0.62000 1240.00 MULCHED SEEDING, R | | | 0027 701-03808 8.000 m | 180.00000 1440.00| 245.00000 1960.00| 345.00000 2760.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0028 701-98647 48.400 m | 180.00000 8712.00| 335.00000 16214.00| 285.00000 13794.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0029 702-51005 22.800 m3 | 475.00000 10830.00| 700.00000 15960.00| 592.00000 13497.60 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51863 64.000 EACH| 10.00000 640.00| 7.50000 480.00| 14.00000 896.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 22654.000 kg | 1.30000 29450.20| 1.30000 29450.20| 1.46000 33074.84 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,330.32 ROUTE : SR 162 CALL ORDER : 431 CONTRACT ID : B -26070-A COUNTIES : DUBOIS LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2072438 |(3) 35-1009310 |ERBER & MILLIGAN CONSTR. CO.|T D & O LLC |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 703-51032 22094.000 kg | 1.40000 30931.60| 1.50000 33141.00| 1.72000 38001.68 REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 355.000 EACH| 8.50000 3017.50| 15.50000 5502.50| 17.00000 6035.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0035 706-05732 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 1465.00000 5860.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51020 20.400 m3 | 450.00000 9180.00| 400.00000 8160.00| 522.00000 10648.80 CONCRETE, C, RAILING | | | 0037 708-51813 30.000 m2 | 525.00000 15750.00| 550.00000 16500.00| 445.00000 13350.00 PNEUMATICALLY PLACED MORTAR | | | 0038 708-51814 30.000 m2 | 31.50000 945.00| 25.00000 750.00| 25.00000 750.00 WELDED STEEL WIRE FABRIC | | | 0039 709-51821 LUMP| 4250.00000 4250.00| 5300.00000 5300.00| 4600.00000 4600.00 SURFACE SEAL | | | 0040 801-01851 LUMP| 16000.00000 16000.00| 18400.00000 18400.00| 24375.00000 24375.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0041 801-06207 2124.000 m | 3.00000 6372.00| 3.25000 6903.00| 3.20000 6796.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06640 20.000 EACH| 125.00000 2500.00| 100.00000 2000.00| 112.00000 2240.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 6.000 EACH| 40.00000 240.00| 45.00000 270.00| 45.00000 270.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 7500.00000 7500.00| 13000.00000 13000.00| 20600.00000 20600.00 MAINTAINING TRAFFIC | | | 0045 808-06712 70.000 m | 1.00000 70.00| 0.85000 59.50| 0.85000 59.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 556.000 m | 1.00000 556.00| 0.85000 472.60| 0.85000 472.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06716 255.000 m | 2.00000 510.00| 2.15000 548.25| 2.00000 510.00 LINE, REMOVE | | | 0048 808-75996 4.000 EACH| 15.00000 60.00| 15.00000 60.00| 18.00000 72.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 6.000 EACH| 75.00000 450.00| 95.00000 570.00| 105.00000 630.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 704-05892 291.600 m3 | 495.00000 144342.00| 500.00000 145800.00| 496.00000 144633.60 CONCRETE, QC/QA, SUPERSTRUCTURE | | | SECTION TOTALS | $ 496,772.95| $ 497,896.74| $ 529,491.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 496,772.95| $ 497,896.74| $ 529,491.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,330.32 ROUTE : SR 162 CALL ORDER : 431 CONTRACT ID : B -26070-A COUNTIES : DUBOIS LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-0626844 |(6) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5380.40000 5380.40| 4000.00000 4000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 1344.62220 9412.36| 2000.00000 14000.00| 1400.00000 9800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 27582.43000 27582.43| 28000.00000 28000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1572.27000 1572.27| 5600.00000 5600.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 215.800 m2 | 19.29050 4162.89| 26.00000 5610.80| 30.00000 6474.00 PAVEMENT, REMOVE | | | 0006 202-02241 155.850 m | 6.66860 1039.30| 5.50000 857.18| 5.75000 896.14 GUARDRAIL, REMOVE | | | 0007 202-02272 31.000 m | 28.82410 893.55| 29.00000 899.00| 15.00000 465.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 66095.25000 66095.25| 70000.00000 70000.00| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 205.000 m2 | 11.55420 2368.61| 10.00000 2050.00| 12.00000 2460.00 SURFACE MILLING, ASPHALT | | | 0010 203-02070 220.000 m3 | 16.87150 3711.73| 20.00000 4400.00| 10.00000 2200.00 BORROW | | | 0011 206-51225 53.000 m3 | 24.99890 1324.94| 38.00000 2014.00| 15.00000 795.00 EXCAVATION, DRY | | | 0012 213-52830 7.600 m3 | 214.43480 1629.70| 130.00000 988.00| 100.00000 760.00 FLOWABLE MORTAR | | | 0013 303-52308 86.000 Mg | 30.12200 2590.49| 40.00000 3440.00| 30.00000 2580.00 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 1288.000 m2 | 0.57410 739.44| 0.50000 644.00| 0.55000 708.40 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1373.00350 5492.01| 1200.00000 4800.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-07024 2.000 EACH| 5263.18050 10526.36| 4600.00000 9200.00| 4500.00000 9000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0017 601-94689 4.000 EACH| 2631.59020 10526.36| 2295.00000 9180.00| 2400.00000 9600.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 161.930 m | 38.47670 6230.53| 33.50000 5424.66| 35.00000 5667.55 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 201.170 m | 59.10560 11890.27| 85.00000 17099.45| 90.00000 18105.30 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06729 18.000 EACH| 8.58130 154.46| 13.50000 243.00| 7.50000 135.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,330.32 ROUTE : SR 162 CALL ORDER : 431 CONTRACT ID : B -26070-A COUNTIES : DUBOIS LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-0626844 |(6) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-05527 395.300 Mg | 68.10570 26922.18| 68.00000 26880.40| 75.00000 29647.50 HMA FOR APPROACHES | | | 0022 610-06259 240.600 m2 | 67.93830 16345.95| 77.00000 18526.20| 70.00000 16842.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0023 616-02320 396.000 m2 | 2.87070 1136.80| 4.75000 1881.00| 3.50000 1386.00 GEOTEXTILES | | | 0024 616-06405 233.000 Mg | 26.06530 6073.21| 38.00000 8854.00| 25.00000 5825.00 RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 1058.35700 1058.36| 650.00000 650.00| 950.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 2000.000 m2 | 0.68420 1368.40| 0.88000 1760.00| 0.60000 1200.00 MULCHED SEEDING, R | | | 0027 701-03808 8.000 m | 358.53670 2868.29| 240.00000 1920.00| 325.00000 2600.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0028 701-98647 48.400 m | 154.65720 7485.41| 220.00000 10648.00| 400.00000 19360.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0029 702-51005 22.800 m3 | 626.22150 14277.85| 1000.00000 22800.00| 800.00000 18240.00 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51863 64.000 EACH| 9.79230 626.71| 8.00000 512.00| 10.00000 640.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 22654.000 kg | 1.26940 28756.99| 1.11000 25145.94| 1.30000 29450.20 REINFORCING STEEL | | | 0032 703-51032 22094.000 kg | 1.42770 31543.60| 1.19000 26291.86| 1.55000 34245.70 REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 355.000 EACH| 8.76410 3111.26| 14.50000 5147.50| 14.00000 4970.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0035 706-05732 4.000 EACH| 1373.00350 5492.01| 1100.00000 4400.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51020 20.400 m3 | 565.68320 11539.94| 450.00000 9180.00| 450.00000 9180.00 CONCRETE, C, RAILING | | | 0037 708-51813 30.000 m2 | 431.05050 12931.52| 647.00000 19410.00| 525.00000 15750.00 PNEUMATICALLY PLACED MORTAR | | | 0038 708-51814 30.000 m2 | 34.48430 1034.53| 10.00000 300.00| 31.00000 930.00 WELDED STEEL WIRE FABRIC | | | 0039 709-51821 LUMP| 5720.85000 5720.85| 4560.00000 4560.00| 5000.00000 5000.00 SURFACE SEAL | | | 0040 801-01851 LUMP| 11441.70000 11441.70| 10000.00000 10000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,330.32 ROUTE : SR 162 CALL ORDER : 431 CONTRACT ID : B -26070-A COUNTIES : DUBOIS LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-0626844 |(6) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06207 2124.000 m | 3.49110 7415.10| 3.00000 6372.00| 3.25000 6903.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06640 20.000 EACH| 108.69610 2173.92| 95.00000 1900.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 6.000 EACH| 57.20850 343.25| 40.00000 240.00| 40.00000 240.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 15130.88000 15130.88| 15500.00000 15500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0045 808-06712 70.000 m | 0.90090 63.06| 0.79000 55.30| 0.80000 56.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 556.000 m | 0.90090 500.90| 0.79000 439.24| 0.80000 444.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06716 255.000 m | 2.28970 583.87| 2.00000 510.00| 2.25000 573.75 LINE, REMOVE | | | 0048 808-75996 4.000 EACH| 22.84600 91.38| 20.00000 80.00| 25.00000 100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 6.000 EACH| 97.25440 583.53| 85.00000 510.00| 90.00000 540.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 704-05892 291.600 m3 | 554.54000 161703.86| 530.00000 154548.00| 660.00000 192456.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | SECTION TOTALS | $ 551,648.66| $ 567,471.53| $ 613,976.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 551,648.66| $ 567,471.53| $ 613,976.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,330.32 ROUTE : SR 162 CALL ORDER : 431 CONTRACT ID : B -26070-A COUNTIES : DUBOIS LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1878024 | |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 1750.00000 12250.00| 1000.00000 7000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 31000.00000 31000.00| 31500.00000 31500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 215.800 m2 | 25.00000 5395.00| 15.00000 3237.00| PAVEMENT, REMOVE | | | 0006 202-02241 155.850 m | 6.00000 935.10| 8.00000 1246.80| GUARDRAIL, REMOVE | | | 0007 202-02272 31.000 m | 20.00000 620.00| 20.00000 620.00| PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 75000.00000 75000.00| 109500.00000 109500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 205.000 m2 | 9.00000 1845.00| 10.00000 2050.00| SURFACE MILLING, ASPHALT | | | 0010 203-02070 220.000 m3 | 36.00000 7920.00| 20.00000 4400.00| BORROW | | | 0011 206-51225 53.000 m3 | 40.00000 2120.00| 25.00000 1325.00| EXCAVATION, DRY | | | 0012 213-52830 7.600 m3 | 175.00000 1330.00| 300.00000 2280.00| FLOWABLE MORTAR | | | 0013 303-52308 86.000 Mg | 29.00000 2494.00| 25.00000 2150.00| COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 1288.000 m2 | 0.50000 644.00| 2.00000 2576.00| ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-07024 2.000 EACH| 4700.00000 9400.00| 4600.00000 9200.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0017 601-94689 4.000 EACH| 2350.00000 9400.00| 2295.00000 9180.00| GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 161.930 m | 35.00000 5667.55| 33.50000 5424.66| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 201.170 m | 100.00000 20117.00| 110.00000 22128.70| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06729 18.000 EACH| 9.00000 162.00| 7.00000 126.00| BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 431 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,330.32 ROUTE : SR 162 CALL ORDER : 431 CONTRACT ID : B -26070-A COUNTIES : DUBOIS LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1878024 | |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-05527 395.300 Mg | 90.00000 35577.00| 76.00000 30042.80| HMA FOR APPROACHES | | | 0022 610-06259 240.600 m2 | 100.00000 24060.00| 70.00000 16842.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0023 616-02320 396.000 m2 | 3.00000 1188.00| 2.00000 792.00| GEOTEXTILES | | | 0024 616-06405 233.000 Mg | 26.00000 6058.00| 20.00000 4660.00| RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 925.00000 925.00| 250.00000 250.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 2000.000 m2 | 0.58000 1160.00| 1.00000 2000.00| MULCHED SEEDING, R | | | 0027 701-03808 8.000 m | 250.00000 2000.00| 200.00000 1600.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0028 701-98647 48.400 m | 275.00000 13310.00| 200.00000 9680.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0029 702-51005 22.800 m3 | 1200.00000 27360.00| 1000.00000 22800.00| CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51863 64.000 EACH| 20.00000 1280.00| 9.00000 576.00| FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 22654.000 kg | 1.25000 28317.50| 1.30000 29450.20| REINFORCING STEEL | | | 0032 703-51032 22094.000 kg | 1.50000 33141.00| 1.50000 33141.00| REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 355.000 EACH| 8.00000 2840.00| 12.00000 4260.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0035 706-05732 4.000 EACH| 1400.00000 5600.00| 850.00000 3400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51020 20.400 m3 | 550.00000 11220.00| 400.00000 8160.00| CONCRETE, C, RAILING | | | 0037 708-51813 30.000 m2 | 500.00000 15000.00| 500.00000 15000.00| PNEUMATICALLY PLACED MORTAR | | | 0038 708-51814 30.000 m2 | 30.00000 900.00| 30.00000 900.00| WELDED STEEL WIRE FABRIC | | | 0039 709-51821 LUMP| 5000.00000 5000.00| 4560.00000 4560.00| SURFACE SEAL | | | 0040 801-01851 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 431 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,330.32 ROUTE : SR 162 CALL ORDER : 431 CONTRACT ID : B -26070-A COUNTIES : DUBOIS LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1878024 | |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06207 2124.000 m | 3.00000 6372.00| 3.00000 6372.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06640 20.000 EACH| 95.00000 1900.00| 95.00000 1900.00| CONSTRUCTION SIGN, A | | | 0043 801-06645 6.000 EACH| 40.00000 240.00| 40.00000 240.00| CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 27000.00000 27000.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0045 808-06712 70.000 m | 0.79000 55.30| 0.79000 55.30| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 556.000 m | 0.79000 439.24| 0.79000 439.24| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06716 255.000 m | 2.00000 510.00| 2.00000 510.00| LINE, REMOVE | | | 0048 808-75996 4.000 EACH| 15.00000 60.00| 5.00000 20.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 6.000 EACH| 85.00000 510.00| 85.00000 510.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 704-05892 291.600 m3 | 500.00000 145800.00| 600.00000 174960.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | SECTION TOTALS | $ 625,122.69| $ 634,864.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 625,122.69| $ 634,864.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 260,999.16 ROUTE : SR 9 CALL ORDER : 441 CONTRACT ID : B -26163-A COUNTIES : SHELBY LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/04/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1771007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 245,523.53 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 248,053.00 101.0302% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 253,035.68 103.0596% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 267,127.35 108.7990% 5 35-1609544 SCHUTT-LOOKABILL CO $ 272,372.48 110.9353% 6 35-1447641 STRUCTURE CONTRACTORS $ 276,904.60 112.7812% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1128289 |(3) 35-2040801 |AMERICAN CONTRACTING & SERVI|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 105-06845 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1500.00000 4500.00| 1500.00000 4500.00| 2000.00000 6000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 12275.00000 12275.00| 12000.00000 12000.00| 12500.00000 12500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4900.00000 4900.00| 4500.00000 4500.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 133.000 SYS | 25.00000 3325.00| 40.00000 5320.00| 30.00000 3990.00 PAVEMENT, REMOVE | | | 0006 202-02241 310.000 LFT | 5.50000 1705.00| 5.80000 1798.00| 4.00000 1240.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 16000.00000 16000.00| 24219.15000 24219.15| 29500.00000 29500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 240.000 SYS | 8.00000 1920.00| 9.00000 2160.00| 9.00000 2160.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 110.000 CYS | 24.00000 2640.00| 45.00000 4950.00| 18.00000 1980.00 EXCAVATION, COMMON | | | 0010 203-07084 LUMP| 8000.00000 8000.00| 1860.00000 1860.00| 2000.00000 2000.00 EXCAVATION , SPECIAL | | | 0011 203-07084 LUMP| 10000.00000 10000.00| 5100.00000 5100.00| 2000.00000 2000.00 EXCAVATION , SPECIAL WATERWAY | | | 0012 205-06937 1160.000 LFT | 1.60000 1856.00| 1.75000 2030.00| 1.84000 2134.40 TEMPORARY SILT FENCE | | | 0013 213-52830 8.000 CYS | 150.00000 1200.00| 260.00000 2080.00| 175.00000 1400.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 260,999.16 ROUTE : SR 9 CALL ORDER : 441 CONTRACT ID : B -26163-A COUNTIES : SHELBY LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1128289 |(3) 35-2040801 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-52308 305.000 TON | 25.00000 7625.00| 20.00000 6100.00| 24.00000 7320.00 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05477 52.300 TON | 85.00000 4445.50| 93.00000 4863.90| 95.45000 4992.04 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 86.000 TON | 63.00000 5418.00| 68.00000 5848.00| 83.66000 7194.76 HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05487 60.000 TON | 65.00000 3900.00| 71.00000 4260.00| 84.73000 5083.80 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0018 402-05490 27.000 TON | 85.00000 2295.00| 93.00000 2511.00| 95.45000 2577.15 HMA SURFACE 9.5 mm, SHOULDER | | | 0019 406-05521 1500.000 SYS | 0.26000 390.00| 0.05000 75.00| 0.13000 195.00 ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1275.00000 5100.00| 1385.00000 5540.00| 1140.00000 4560.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-01625 2.000 EACH| 1225.00000 2450.00| 1300.00000 2600.00| 1220.00000 2440.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-01846 1.000 EACH| 1360.00000 1360.00| 1485.00000 1485.00| 1575.00000 1575.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06037 2.000 EACH| 620.00000 1240.00| 665.00000 1330.00| 560.00000 1120.00 GUARDRAIL END TREATMENT, I | | | 0024 601-07023 2.000 EACH| 4500.00000 9000.00| 6300.00000 12600.00| 4750.00000 9500.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0025 601-94689 1.000 EACH| 2150.00000 2150.00| 2300.00000 2300.00| 1965.00000 1965.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 268.750 LFT | 9.50000 2553.13| 10.00000 2687.50| 9.90000 2660.63 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 602-06639 40.000 LFT | 30.00000 1200.00| 26.00000 1040.00| 24.00000 960.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06646 210.000 LFT | 28.00000 5880.00| 22.00000 4620.00| 23.00000 4830.00 TEMPORARY CONCRETE BARRIER | | | 0029 602-06729 6.000 EACH| 9.00000 54.00| 10.00000 60.00| 7.00000 42.00 BARRIER DELINEATOR | | | 0030 610-06257 245.000 SYS | 52.00000 12740.00| 58.00000 14210.00| 65.00000 15925.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0031 616-02320 149.000 SYS | 3.50000 521.50| 1.75000 260.75| 4.00000 596.00 GEOTEXTILES | | | 0032 616-05688 64.000 TON | 45.00000 2880.00| 35.00000 2240.00| 30.00000 1920.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 260,999.16 ROUTE : SR 9 CALL ORDER : 441 CONTRACT ID : B -26163-A COUNTIES : SHELBY LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1128289 |(3) 35-2040801 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-06405 21.500 TON | 40.00000 860.00| 30.50000 655.75| 28.00000 602.00 RIPRAP, REVETMENT | | | 0034 616-51366 6.000 SYS | 95.00000 570.00| 140.00000 840.00| 200.00000 1200.00 SLOPEWALL, CONCRETE, 5 IN. | | | 0035 616-93772 6.000 EACH| 75.00000 450.00| 151.00000 906.00| 125.00000 750.00 INSPECTION HOLE | | | 0036 621-06574 253.000 SYS | 5.50000 1391.50| 9.75000 2466.75| 8.70000 2201.10 SODDING | | | 0037 702-51863 552.000 EACH| 11.00000 6072.00| 9.00000 4968.00| 7.00000 3864.00 FIELD DRILLED HOLE IN CONCRETE | | | 0038 703-01540 34.000 EACH| 16.00000 544.00| 10.00000 340.00| 6.00000 204.00 THREADED TIE BAR ASSEMBLY | | | 0039 703-51030 5926.000 LBS | 0.90000 5333.40| 0.60000 3555.60| 1.00000 5926.00 REINFORCING STEEL | | | 0040 703-51032 8218.000 LBS | 1.00000 8218.00| 0.70000 5752.60| 1.10000 9039.80 REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 6.400 CYS | 400.00000 2560.00| 360.00000 2304.00| 650.00000 4160.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1200.00000 4800.00| 1700.00000 6800.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51025 183.200 LFT | 50.00000 9160.00| 60.00000 10992.00| 40.00000 7328.00 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 2400.00000 2400.00| 2600.00000 2600.00| 2200.00000 2200.00 SURFACE SEAL | | | 0045 722-51842 387.000 SYS | 65.00000 25155.00| 52.00000 20124.00| 70.00000 27090.00 BRIDGE DECK OVERLAY | | | 0046 722-51846 3.300 CYS | 330.00000 1089.00| 330.00000 1089.00| 330.00000 1089.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 350.000 SFT | 3.00000 1050.00| 6.00000 2100.00| 8.00000 2800.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 722-60824 397.000 SYS | 7.00000 2779.00| 8.00000 3176.00| 9.00000 3573.00 SURFACE MILLING | | | 0049 801-01851 LUMP| 20000.00000 20000.00| 22400.00000 22400.00| 21000.00000 21000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0050 801-06207 1700.000 LFT | 1.00000 1700.00| 1.00000 1700.00| 1.00000 1700.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06606 4.000 EACH| 65.00000 260.00| 70.00000 280.00| 125.00000 500.00 BARRICADE, IIIB | | | 0052 801-06640 26.000 EACH| 75.00000 1950.00| 70.00000 1820.00| 125.00000 3250.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 441 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 260,999.16 ROUTE : SR 9 CALL ORDER : 441 CONTRACT ID : B -26163-A COUNTIES : SHELBY LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1128289 |(3) 35-2040801 |AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06645 17.000 EACH| 58.50000 994.50| 35.00000 595.00| 45.00000 765.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 5000.00000 5000.00| 4300.00000 4300.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0055 808-06713 850.000 LFT | 0.40000 340.00| 0.40000 340.00| 0.38000 323.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 900.000 LFT | 0.40000 360.00| 0.40000 360.00| 0.38000 342.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0057 808-06716 720.000 LFT | 1.20000 864.00| 0.50000 360.00| 0.80000 576.00 LINE, REMOVE | | | 0058 808-06726 20.000 LFT | 5.00000 100.00| 4.00000 80.00| 4.60000 92.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 245,523.53| $ 248,053.00| $ 253,035.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 245,523.53| $ 248,053.00| $ 253,035.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 441 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 260,999.16 ROUTE : SR 9 CALL ORDER : 441 CONTRACT ID : B -26163-A COUNTIES : SHELBY LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1609544 |(6) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3500.00000 3500.00| 3100.00000 3100.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1250.00000 3750.00| 2000.00000 6000.00| 2000.00000 6000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 12500.00000 12500.00| 13600.00000 13600.00| 13500.00000 13500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 133.000 SYS | 20.00000 2660.00| 10.00000 1330.00| 50.00000 6650.00 PAVEMENT, REMOVE | | | 0006 202-02241 310.000 LFT | 5.50000 1705.00| 4.00000 1240.00| 6.00000 1860.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 45000.00000 45000.00| 46197.00000 46197.00| 23500.00000 23500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 240.000 SYS | 7.50000 1800.00| 8.00000 1920.00| 8.00000 1920.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 110.000 CYS | 10.00000 1100.00| 20.00000 2200.00| 68.00000 7480.00 EXCAVATION, COMMON | | | 0010 203-07084 LUMP| 2400.00000 2400.00| 3000.00000 3000.00| 5000.00000 5000.00 EXCAVATION , SPECIAL | | | 0011 203-07084 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 9500.00000 9500.00 EXCAVATION , SPECIAL WATERWAY | | | 0012 205-06937 1160.000 LFT | 2.00000 2320.00| 2.00000 2320.00| 3.00000 3480.00 TEMPORARY SILT FENCE | | | 0013 213-52830 8.000 CYS | 100.00000 800.00| 70.00000 560.00| 115.00000 920.00 FLOWABLE MORTAR | | | 0014 303-52308 305.000 TON | 22.50000 6862.50| 20.37000 6212.85| 30.00000 9150.00 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05477 52.300 TON | 92.50000 4837.75| 95.00000 4968.50| 84.00000 4393.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 86.000 TON | 70.00000 6020.00| 70.00000 6020.00| 62.00000 5332.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05487 60.000 TON | 72.00000 4320.00| 73.00000 4380.00| 64.00000 3840.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0018 402-05490 27.000 TON | 92.00000 2484.00| 95.00000 2565.00| 90.00000 2430.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0019 406-05521 1500.000 SYS | 0.05000 75.00| 0.05000 75.00| 0.04000 60.00 ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1350.00000 5400.00| 1356.00000 5424.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 441 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 260,999.16 ROUTE : SR 9 CALL ORDER : 441 CONTRACT ID : B -26163-A COUNTIES : SHELBY LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1609544 |(6) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01625 2.000 EACH| 1300.00000 2600.00| 1582.00000 3164.00| 1200.00000 2400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-01846 1.000 EACH| 1440.00000 1440.00| 1800.00000 1800.00| 1400.00000 1400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06037 2.000 EACH| 700.00000 1400.00| 565.00000 1130.00| 800.00000 1600.00 GUARDRAIL END TREATMENT, I | | | 0024 601-07023 2.000 EACH| 5750.00000 11500.00| 5760.00000 11520.00| 7000.00000 14000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0025 601-94689 1.000 EACH| 2250.00000 2250.00| 2370.00000 2370.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 268.750 LFT | 10.00000 2687.50| 12.50000 3359.38| 12.00000 3225.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 602-06639 40.000 LFT | 20.00000 800.00| 18.00000 720.00| 46.00000 1840.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06646 210.000 LFT | 20.00000 4200.00| 16.00000 3360.00| 46.00000 9660.00 TEMPORARY CONCRETE BARRIER | | | 0029 602-06729 6.000 EACH| 9.00000 54.00| 8.00000 48.00| 28.00000 168.00 BARRIER DELINEATOR | | | 0030 610-06257 245.000 SYS | 55.00000 13475.00| 53.50000 13107.50| 58.00000 14210.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0031 616-02320 149.000 SYS | 3.00000 447.00| 2.00000 298.00| 4.00000 596.00 GEOTEXTILES | | | 0032 616-05688 64.000 TON | 35.00000 2240.00| 65.00000 4160.00| 145.00000 9280.00 RIPRAP, CLASS 1 | | | 0033 616-06405 21.500 TON | 28.00000 602.00| 50.00000 1075.00| 70.00000 1505.00 RIPRAP, REVETMENT | | | 0034 616-51366 6.000 SYS | 50.00000 300.00| 150.00000 900.00| 150.00000 900.00 SLOPEWALL, CONCRETE, 5 IN. | | | 0035 616-93772 6.000 EACH| 40.00000 240.00| 970.00000 5820.00| 30.00000 180.00 INSPECTION HOLE | | | 0036 621-06574 253.000 SYS | 6.00000 1518.00| 6.00000 1518.00| 10.00000 2530.00 SODDING | | | 0037 702-51863 552.000 EACH| 7.00000 3864.00| 6.00000 3312.00| 8.00000 4416.00 FIELD DRILLED HOLE IN CONCRETE | | | 0038 703-01540 34.000 EACH| 12.00000 408.00| 12.00000 408.00| 12.00000 408.00 THREADED TIE BAR ASSEMBLY | | | 0039 703-51030 5926.000 LBS | 0.80000 4740.80| 0.75000 4444.50| 1.00000 5926.00 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 441 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 260,999.16 ROUTE : SR 9 CALL ORDER : 441 CONTRACT ID : B -26163-A COUNTIES : SHELBY LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1609544 |(6) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-51032 8218.000 LBS | 0.85000 6985.30| 0.81000 6656.58| 1.10000 9039.80 REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 6.400 CYS | 850.00000 5440.00| 1400.00000 8960.00| 300.00000 1920.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1250.00000 5000.00| 1400.00000 5600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51025 183.200 LFT | 45.00000 8244.00| 24.40000 4470.08| 43.00000 7877.60 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 2500.00000 2500.00| 1837.00000 1837.00| 2500.00000 2500.00 SURFACE SEAL | | | 0045 722-51842 387.000 SYS | 79.50000 30766.50| 65.57000 25375.59| 42.00000 16254.00 BRIDGE DECK OVERLAY | | | 0046 722-51846 3.300 CYS | 330.00000 1089.00| 330.00000 1089.00| 330.00000 1089.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 350.000 SFT | 7.50000 2625.00| 8.00000 2800.00| 7.00000 2450.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 722-60824 397.000 SYS | 8.50000 3374.50| 8.00000 3176.00| 10.00000 3970.00 SURFACE MILLING | | | 0049 801-01851 LUMP| 17500.00000 17500.00| 22400.00000 22400.00| 25000.00000 25000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0050 801-06207 1700.000 LFT | 1.00000 1700.00| 0.98000 1666.00| 1.00000 1700.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06606 4.000 EACH| 110.00000 440.00| 68.00000 272.00| 70.00000 280.00 BARRICADE, IIIB | | | 0052 801-06640 26.000 EACH| 100.00000 2600.00| 62.00000 1612.00| 74.00000 1924.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 17.000 EACH| 35.00000 595.00| 40.00000 680.00| 60.00000 1020.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 6500.00000 6500.00| 3600.00000 3600.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0055 808-06713 850.000 LFT | 0.65000 552.50| 0.37000 314.50| 0.38000 323.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 900.000 LFT | 0.65000 585.00| 0.37000 333.00| 0.38000 342.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0057 808-06716 720.000 LFT | 1.00000 720.00| 0.45000 324.00| 1.05000 756.00 LINE, REMOVE | | | 0058 808-06726 20.000 LFT | 5.50000 110.00| 4.00000 80.00| 5.00000 100.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 267,127.35| $ 272,372.48| $ 276,904.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 267,127.35| $ 272,372.48| $ 276,904.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 41,000.00 ROUTE : US 52 CALL ORDER : 451 CONTRACT ID : B -26208-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 370600C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 36,697.00 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 40,700.00 110.9082% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 53,500.00 145.7884% 4 31-1028573 CIVIL CONSTRUCTION, INC. $ 55,098.00 150.1430% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0001 110-01001 LUMP| 10800.00000 10800.00| 2500.00000 2500.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 702-51863 20.000 EACH| 50.00000 1000.00| 100.00000 2000.00| 60.00000 1200.00 FIELD DRILLED HOLE IN CONCRETE | | | 0003 711-04121 20.000 EACH| 75.00000 1500.00| 150.00000 3000.00| 50.00000 1000.00 ANCHOR BOLT, AB1 | | | 0004 711-51038 LUMP| 19869.00000 19869.00| 24000.00000 24000.00| 38300.00000 38300.00 STRUCTURAL STEEL | | | 0005 711-51864 160.000 EACH| 15.00000 2400.00| 50.00000 8000.00| 60.00000 9600.00 DRILLED HOLE | | | 0006 801-06640 12.000 EACH| 94.00000 1128.00| 100.00000 1200.00| 75.00000 900.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 36,697.00| $ 40,700.00| $ 53,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 36,697.00| $ 40,700.00| $ 53,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 41,000.00 ROUTE : US 52 CALL ORDER : 451 CONTRACT ID : B -26208-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-1028573 | | |CIVIL CONSTRUCTION, INC. | | 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| 5831.00000 5831.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 702-51863 20.000 EACH| 330.00000 6600.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0003 711-04121 20.000 EACH| 270.00000 5400.00| | ANCHOR BOLT, AB1 | | | 0004 711-51038 LUMP| 27567.00000 27567.00| | STRUCTURAL STEEL | | | 0005 711-51864 160.000 EACH| 55.00000 8800.00| | DRILLED HOLE | | | 0006 801-06640 12.000 EACH| 75.00000 900.00| | CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 55,098.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 55,098.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 220,000.00 ROUTE : SR 110 CALL ORDER : 461 CONTRACT ID : B -26221-A COUNTIES : MARSHALL FULTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 285000D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 199,714.14 100.0000% ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 1472.75000 1472.75| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 834.14000 5004.84| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 9985.71000 9985.71| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9930.24000 9930.24| | CLEARING RIGHT OF WAY | | | 0005 202-02264 1.000 EACH| 1200.00000 1200.00| | TREE, 42 IN., REMOVE | | | 0006 202-02272 193.000 LFT | 15.38000 2968.34| | PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 9670.45000 9670.45| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-91010 1.000 EACH| 750.00000 750.00| | TREE, 24 IN., REMOVE | | | 0009 202-93898 1.000 EACH| 500.00000 500.00| | TREE, 12 IN., REMOVE | | | 0010 203-02000 335.000 CYS | 14.67000 4914.45| | EXCAVATION, COMMON | | | 0011 205-06937 1275.000 LFT | 1.65000 2103.75| | TEMPORARY SILT FENCE | | | 0012 303-52308 775.000 TON | 18.61000 14422.75| | COMPACTED AGGREGATE, O, 53 | | | 0013 402-05468 180.000 TON | 65.00000 11700.00| | HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 120.000 TON | 78.00000 9360.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 60.000 TON | 95.00000 5700.00| | HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 220,000.00 ROUTE : SR 110 CALL ORDER : 461 CONTRACT ID : B -26221-A COUNTIES : MARSHALL FULTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05521 1600.000 SYS | 0.10000 160.00| | ASPHALT FOR TACK COAT | | | 0017 601-02636 200.000 LFT | 16.00000 3200.00| | GUARDRAIL, W BEAM, NESTED | | | 0018 601-07024 4.000 EACH| 4250.00000 17000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0019 601-94689 4.000 EACH| 1940.00000 7760.00| | GUARDRAIL END TREATMENT, OS | | | 0020 601-97774 1.000 EACH| 1050.00000 1050.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0021 601-99105 875.000 LFT | 10.20000 8925.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 602-06646 620.000 LFT | 23.48000 14557.60| | TEMPORARY CONCRETE BARRIER | | | 0023 616-02320 405.000 SYS | 3.97000 1607.85| | GEOTEXTILES | | | 0024 616-06405 250.000 TON | 45.32000 11330.00| | RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 330.00000 330.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 3150.000 SYS | 0.40000 1260.00| | MULCHED SEEDING, R | | | 0027 621-06574 560.000 SYS | 4.18000 2340.80| | SODDING | | | 0028 703-51032 338.000 LBS | 2.79000 943.02| | REINFORCING STEEL, EPOXY COATED | | | 0029 704-51001 2.800 CYS | 4845.09000 13566.25| | CONCRETE, A, IN SUPERSTRUCTURE | | | 0030 708-51813 100.000 SFT | 85.00000 8500.00| | PNEUMATICALLY PLACED MORTAR | | | 0031 708-51814 50.000 SFT | 3.00000 150.00| | WELDED STEEL WIRE FABRIC | | | 0032 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL | | | 0033 801-06207 4660.000 LFT | 0.80000 3728.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0034 801-06606 4.000 EACH| 71.00000 284.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 220,000.00 ROUTE : SR 110 CALL ORDER : 461 CONTRACT ID : B -26221-A COUNTIES : MARSHALL FULTON LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06640 16.000 EACH| 65.00000 1040.00| | CONSTRUCTION SIGN, A | | | 0036 801-06645 6.000 EACH| 22.00000 132.00| | CONSTRUCTION SIGN, B | | | 0037 801-06775 LUMP| 6616.09000 6616.09| | MAINTAINING TRAFFIC | | | 0038 801-09133 2.000 EACH| 2130.00000 4260.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0039 808-06713 1625.000 LFT | 0.29000 471.25| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0040 808-06714 1100.000 LFT | 0.29000 319.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 199,714.14| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 199,714.14| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CRESCENT AVENUE CALL ORDER : 471 CONTRACT ID : B -26251-A COUNTIES : ALLEN LETTING DATE : 06/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/12/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 000C562 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 2,272,757.40 100.0000% 2 35-1374866 PRIMCO, INC. $ 2,276,409.14 100.1606% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,293,635.84 100.9186% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,000.00 ROUTE : WEST ST (LEBANON) CALL ORDER : 481 CONTRACT ID : B -26264-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9906018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 481,101.43 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 525,371.19 109.2017% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1609544 | |WIRTZ & YATES, INC. |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 105-06845 LUMP| 12000.00000 12000.00| 10208.00000 10208.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| 1154.66000 6927.96| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 26268.00000 26268.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 7273.54000 7273.54| CLEARING RIGHT OF WAY | | | 0005 202-02240 226.000 m2 | 18.00000 4068.00| 8.52000 1925.52| PAVEMENT, REMOVE | | | 0006 202-02271 1.000 EACH| 400.00000 400.00| 413.97000 413.97| HEADWALL, REMOVE | | | 0007 202-51330 LUMP| 75000.00000 75000.00| 76995.83000 76995.83| PRESENT STRUCTURE, REMOVE | | | 0008 202-91385 3.000 EACH| 300.00000 900.00| 186.41000 559.23| INLET, REMOVE | | | 0009 202-91840 63.000 m | 16.70000 1052.10| 9.72000 612.36| FENCE, CHAIN LINK, REMOVE | | | 0010 202-93047 1.000 EACH| 300.00000 300.00| 335.29000 335.29| MANHOLE, REMOVE | | | 0011 202-96133 48.500 m | 60.00000 2910.00| 19.42000 941.87| PIPE, REMOVE | | | 0012 203-02000 400.000 m3 | 12.00000 4800.00| 24.22000 9688.00| EXCAVATION, COMMON | | | 0013 203-02070 6.000 m3 | 53.00000 318.00| 0.01000 0.06| BORROW | | | 0014 205-06937 80.000 m | 10.00000 800.00| 8.51000 680.80| TEMPORARY SILT FENCE | | | 0015 207-06499 911.000 m2 | 7.00000 6377.00| 12.30000 11205.30| SUBGRADE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 481 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,000.00 ROUTE : WEST ST (LEBANON) CALL ORDER : 481 CONTRACT ID : B -26264-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1609544 | |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 210-07265 2.000 EACH| 50.00000 100.00| 301.87000 603.74| ANIMAL GUARD | | | 0017 211-02060 999.000 m3 | 20.00000 19980.00| 23.00000 22977.00| B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 602.000 Mg | 18.69000 11251.38| 21.70000 13063.40| COMPACTED AGGREGATE, O, 53 | | | 0019 402-05473 148.800 Mg | 60.00000 8928.00| 63.72000 9481.54| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0020 402-05477 67.600 Mg | 74.00000 5002.40| 66.96000 4526.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 405-05518 902.000 m2 | 2.25000 2029.50| 1.08000 974.16| ASPHALT FOR PRIME COAT | | | 0022 406-05521 902.000 m2 | 0.35000 315.70| 0.05000 45.10| ASPHALT FOR TACK COAT | | | 0023 603-04684 38.000 m | 72.00000 2736.00| 50.76000 1928.88| FENCE, CHAIN LINK, 915 mm | | | 0024 604-06069 44.500 m2 | 75.00000 3337.50| 49.83000 2217.44| CURB RAMP, CONCRETE | | | 0025 604-44251 2.310 m3 | 779.00000 1799.49| 842.96000 1947.24| STEPS, CONCRETE | | | 0026 604-91531 310.000 m2 | 27.00000 8370.00| 23.79000 7374.90| SIDEWALK, CONCRETE, 100 mm | | | 0027 605-06140 189.300 m | 50.00000 9465.00| 54.55000 10326.32| CURB AND GUTTER, CONCRETE | | | 0028 611-05330 163.500 m2 | 12.00000 1962.00| 35.27000 5766.65| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 616-02320 279.000 m2 | 6.00000 1674.00| 3.10000 864.90| GEOTEXTILES | | | 0030 616-05688 316.000 Mg | 50.00000 15800.00| 31.43000 9931.88| RIPRAP, CLASS 1 | | | 0031 621-06567 9.000 kL | 0.60000 5.40| 0.59000 5.31| WATER | | | 0032 621-06575 495.000 m2 | 6.00000 2970.00| 5.14000 2544.30| SODDING, NURSERY | | | 0033 703-51032 934.000 kg | 2.00000 1868.00| 2.40000 2241.60| REINFORCING STEEL, EPOXY COATED | | | 0034 706-06349 18.900 m | 360.00000 6804.00| 340.00000 6426.00| RAILING, TX | | | 0035 706-91664 28.600 m | 500.00000 14300.00| 349.92000 10007.71| PIPE RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 481 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,000.00 ROUTE : WEST ST (LEBANON) CALL ORDER : 481 CONTRACT ID : B -26264-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1609544 | |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 706-91664 1.500 m | 1200.00000 1800.00| 356.40000 534.60| PIPE RAILING ,STEPS | | | 0037 709-51821 LUMP| 1000.00000 1000.00| 420.00000 420.00| SURFACE SEAL | | | 0038 715-05151 24.500 m | 60.00000 1470.00| 79.41000 1945.55| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0039 715-05152 24.000 m | 64.00000 1536.00| 80.23000 1925.52| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0040 715-06051 2.000 m | 90.00000 180.00| 184.68000 369.36| PIPE EXTENSION, CIRCULAR, 200 mm | | | 0041 720-44296 1.000 EACH| 400.00000 400.00| 247.87000 247.87| CAP INLET | | | 0042 720-45045 1.000 EACH| 1000.00000 1000.00| 935.57000 935.57| INLET, J10 | | | 0043 720-45055 1.000 EACH| 1200.00000 1200.00| 980.05000 980.05| INLET, M10 | | | 0044 720-45075 1.000 EACH| 1400.00000 1400.00| 965.81000 965.81| INLET, R13 | | | 0045 720-45410 2.000 EACH| 900.00000 1800.00| 1527.85000 3055.70| MANHOLE, C4 | | | 0046 720-98174 1.000 EACH| 1500.00000 1500.00| 1480.70000 1480.70| INLET, B15 | | | 0047 723-06660 133.700 m2 | 487.00000 65111.90| 465.00000 62170.50| WINGWALL | | | 0048 723-07168 23.780 m | 5046.26000 120000.06| 7575.00000 180133.50| STRUCTURE, PRECAST THREE-SIDED, 8840 mm | | | X 3500 mm | | | 0049 728-98377 LUMP| 1700.00000 1700.00| 646.00000 646.00| MASONRY COATING | | | 0050 801-04308 4.000 EACH| 500.00000 2000.00| 108.00000 432.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06605 6.000 EACH| 140.00000 840.00| 54.00000 324.00| BARRICADE, IIIA | | | 0052 801-06606 4.000 EACH| 160.00000 640.00| 64.80000 259.20| BARRICADE, IIIB | | | 0053 801-06625 6.000 EACH| 150.00000 900.00| 91.80000 550.80| DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 8.000 EACH| 200.00000 1600.00| 52.92000 423.36| CONSTRUCTION SIGN, A | | | 0055 802-05701 3.000 m | 100.00000 300.00| 43.20000 129.60| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/20/02 PAGE : 481 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,000.00 ROUTE : WEST ST (LEBANON) CALL ORDER : 481 CONTRACT ID : B -26264-A COUNTIES : BOONE LETTING DATE : 06/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1609544 | |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 802-07060 1.000 EACH| 100.00000 100.00| 151.20000 151.20| SIGN, SHEET, RELOCATE | | | SECTION TOTALS | $ 481,101.43| $ 525,371.19| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 481,101.43| $ 525,371.19| ====================================================================================================================================