INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,742.00 ROUTE : SR 56 CALL ORDER : 281 CONTRACT ID : B -25089-A COUNTIES : ORANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0244033 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 243,242.60 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 295,544.95 121.5021% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 321,708.50 132.2582% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 339,834.18 139.7099% 5 35-1801998 CLR, INC. $ 384,347.62 158.0099% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0626844 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|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| 2000.00000 2000.00| 8000.00000 8000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 950.00000 11400.00| 1600.00000 19200.00| 1200.00000 14400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 14500.00000 14500.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 474.300 m2 | 16.00000 7588.80| 12.00000 5691.60| 14.00000 6640.20 PAVEMENT, REMOVE | | | 0005 202-02274 33.200 m | 17.50000 581.00| 16.50000 547.80| 15.00000 498.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0006 202-51133 61.100 m | 7.50000 458.25| 6.50000 397.15| 30.00000 1833.00 RAILING, REMOVE | | | 0007 202-51328 LUMP| 8000.00000 8000.00| 6500.00000 6500.00| 19000.00000 19000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-52710 52.200 m2 | 5.50000 287.10| 10.25000 535.05| 9.00000 469.80 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 515.000 m2 | 5.50000 2832.50| 6.90000 3553.50| 8.00000 4120.00 SURFACE MILLING, ASPHALT | | | 0010 202-60822 357.000 m2 | 7.50000 2677.50| 7.50000 2677.50| 8.00000 2856.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 301-07448 162.900 Mg | 18.50000 3013.65| 38.50000 6271.65| 26.00000 4235.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 405-05518 13.100 m2 | 2.00000 26.20| 1.87000 24.50| 1.85000 24.24 ASPHALT FOR PRIME COAT | | | 0013 406-05521 1209.000 m2 | 2.00000 2418.00| 1.87000 2260.83| 1.85000 2236.65 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 281 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,742.00 ROUTE : SR 56 CALL ORDER : 281 CONTRACT ID : B -25089-A COUNTIES : ORANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0626844 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 502-06329 167.800 m2 | 55.00000 9229.00| 77.00000 12920.60| 95.00000 15941.00 PCCP, 300 mm | | | 0015 503-03489 82.000 EACH| 7.50000 615.00| 18.60000 1525.20| 20.00000 1640.00 RETROFITTED TIE BARS | | | 0016 503-05240 33.100 m | 24.00000 794.40| 58.10000 1923.11| 75.00000 2482.50 D-1 CONTRACTION JOINT | | | 0017 601-01128 3.000 EACH| 1000.00000 3000.00| 911.50000 2734.50| 975.00000 2925.00 GUARDRAIL TRANSITION TYPE WGB | | | 0018 601-01846 1.000 EACH| 1700.00000 1700.00| 1600.00000 1600.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0019 601-04746 2.000 EACH| 3500.00000 7000.00| 3550.00000 7100.00| 4000.00000 8000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-06234 1.000 EACH| 14650.00000 14650.00| 14200.00000 14200.00| 14200.00000 14200.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0021 601-94689 2.000 EACH| 2000.00000 4000.00| 2425.00000 4850.00| 1850.00000 3700.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 64.770 m | 40.00000 2590.80| 87.10000 5641.47| 38.00000 2461.26 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 121.920 m | 45.00000 5486.40| 115.00000 14020.80| 80.00000 9753.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 604-06069 8.800 m2 | 45.00000 396.00| 164.00000 1443.20| 65.00000 572.00 CURB RAMP, CONCRETE | | | 0025 604-91531 49.500 m2 | 35.00000 1732.50| 38.00000 1881.00| 40.00000 1980.00 SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06090 33.200 m | 65.00000 2158.00| 36.00000 1195.20| 80.00000 2656.00 CURB, INTEGRAL, CONCRETE | | | 0027 605-06120 29.000 m | 45.00000 1305.00| 54.00000 1566.00| 100.00000 2900.00 CURB, CONCRETE | | | 0028 610-06259 229.600 m2 | 57.50000 13202.00| 80.00000 18368.00| 75.00000 17220.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 610-07487 100.400 Mg | 110.00000 11044.00| 92.00000 9236.80| 92.00000 9236.80 HMA FOR APPROACHES, TYPE B | | | 0030 614-06482 39.600 m2 | 75.00000 2970.00| 235.00000 9306.00| 425.00000 16830.00 HEADER, CEMENT CONCRETE, D | | | 0031 702-51863 890.000 EACH| 5.00000 4450.00| 5.25000 4672.50| 10.00000 8900.00 FIELD DRILLED HOLE IN CONCRETE | | | 0032 703-51030 3240.000 kg | 1.50000 4860.00| 1.60000 5184.00| 1.50000 4860.00 REINFORCING STEEL | | | 0033 703-51032 3153.000 kg | 1.60000 5044.80| 2.00000 6306.00| 1.60000 5044.80 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 281 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,742.00 ROUTE : SR 56 CALL ORDER : 281 CONTRACT ID : B -25089-A COUNTIES : ORANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0626844 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 703-90976 4239.000 kg | 1.50000 6358.50| 0.45000 1907.55| 0.80000 3391.20 REINFORCING STEEL, GRADE 60 | | | 0035 703-96177 2357.000 kg | 1.60000 3771.20| 1.30000 3064.10| 0.90000 2121.30 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0036 703-97936 72.000 EACH| 10.00000 720.00| 13.50000 972.00| 19.00000 1368.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 4.100 m3 | 1000.00000 4100.00| 500.00000 2050.00| 1049.00000 4300.90 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06349 36.200 m | 290.00000 10498.00| 280.00000 10136.00| 290.00000 10498.00 RAILING, TX | | | 0039 706-06372 4.000 EACH| 1850.00000 7400.00| 1823.00000 7292.00| 1825.00000 7300.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0040 706-51020 1.800 m3 | 550.00000 990.00| 835.00000 1503.00| 530.00000 954.00 CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 1600.00000 1600.00| 1475.00000 1475.00| 1600.00000 1600.00 SURFACE SEAL | | | 0042 722-51842 373.000 m2 | 75.00000 27975.00| 72.00000 26856.00| 85.00000 31705.00 BRIDGE DECK OVERLAY | | | 0043 722-51846 4.000 m3 | 434.50000 1738.00| 434.50000 1738.00| 434.50000 1738.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 56.000 m2 | 80.00000 4480.00| 30.00000 1680.00| 75.00000 4200.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 724-03276 70.500 m | 30.00000 2115.00| 135.00000 9517.50| 252.00000 17766.00 EXPANSION JOINT SEALING SYSTEM | | | 0046 728-98377 LUMP| 2250.00000 2250.00| 1974.00000 1974.00| 2250.00000 2250.00 MASONRY COATING | | | 0047 801-06207 2541.000 m | 3.00000 7623.00| 3.05000 7750.05| 3.00000 7623.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 19.000 EACH| 90.00000 1710.00| 140.00000 2660.00| 80.00000 1520.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 7.000 EACH| 50.00000 350.00| 55.00000 385.00| 55.00000 385.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 4500.00000 4500.00| 13000.00000 13000.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0051 801-07119 18.000 m | 45.00000 810.00| 70.00000 1260.00| 42.00000 756.00 BARRICADE, III-B | | | 0052 808-05866 40.000 m2 | 30.00000 1200.00| 33.00000 1320.00| 34.00000 1360.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0053 808-06712 125.000 m | 1.00000 125.00| 0.93000 116.25| 1.05000 131.25 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 281 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,742.00 ROUTE : SR 56 CALL ORDER : 281 CONTRACT ID : B -25089-A COUNTIES : ORANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0626844 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06713 373.000 m | 1.00000 373.00| 0.93000 346.89| 1.05000 391.65 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 499.000 m | 1.00000 499.00| 0.93000 464.07| 1.05000 523.95 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-06716 490.000 m | 3.00000 1470.00| 3.05000 1494.50| 3.60000 1764.00 LINE, REMOVE | | | 0057 808-06723 4.000 EACH| 50.00000 200.00| 31.00000 124.00| 36.00000 144.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0058 808-06724 4.000 EACH| 60.00000 240.00| 35.45000 141.80| 51.00000 204.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0059 808-06726 3.600 m | 10.00000 36.00| 4.80000 17.28| 7.50000 27.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0060 808-75140 4.000 EACH| 150.00000 600.00| 116.50000 466.00| 230.00000 920.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | SECTION TOTALS | $ 243,242.60| $ 295,544.95| $ 321,708.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 243,242.60| $ 295,544.95| $ 321,708.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 281 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,742.00 ROUTE : SR 56 CALL ORDER : 281 CONTRACT ID : B -25089-A COUNTIES : ORANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1801998 | |GOHMANN ASPHALT & CONSTR., I|CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3500.00000 3500.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1000.00000 12000.00| 1000.00000 12000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 19200.00000 19200.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 474.300 m2 | 25.00000 11857.50| 16.00000 7588.80| PAVEMENT, REMOVE | | | 0005 202-02274 33.200 m | 25.00000 830.00| 32.00000 1062.40| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0006 202-51133 61.100 m | 40.00000 2444.00| 68.00000 4154.80| RAILING, REMOVE | | | 0007 202-51328 LUMP| 21500.00000 21500.00| 9500.00000 9500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-52710 52.200 m2 | 20.00000 1044.00| 20.00000 1044.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 515.000 m2 | 8.50000 4377.50| 6.00000 3090.00| SURFACE MILLING, ASPHALT | | | 0010 202-60822 357.000 m2 | 7.50000 2677.50| 13.00000 4641.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 301-07448 162.900 Mg | 35.00000 5701.50| 95.00000 15475.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 405-05518 13.100 m2 | 1.90000 24.89| 10.00000 131.00| ASPHALT FOR PRIME COAT | | | 0013 406-05521 1209.000 m2 | 1.90000 2297.10| 1.85000 2236.65| ASPHALT FOR TACK COAT | | | 0014 502-06329 167.800 m2 | 85.00000 14263.00| 131.00000 21981.80| PCCP, 300 mm | | | 0015 503-03489 82.000 EACH| 25.00000 2050.00| 25.00000 2050.00| RETROFITTED TIE BARS | | | 0016 503-05240 33.100 m | 85.00000 2813.50| 54.00000 1787.40| D-1 CONTRACTION JOINT | | | 0017 601-01128 3.000 EACH| 1200.00000 3600.00| 975.00000 2925.00| GUARDRAIL TRANSITION TYPE WGB | | | 0018 601-01846 1.000 EACH| 1575.00000 1575.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0019 601-04746 2.000 EACH| 6300.00000 12600.00| 5100.00000 10200.00| ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 281 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,742.00 ROUTE : SR 56 CALL ORDER : 281 CONTRACT ID : B -25089-A COUNTIES : ORANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1801998 | |GOHMANN ASPHALT & CONSTR., I|CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06234 1.000 EACH| 14650.00000 14650.00| 15100.00000 15100.00| IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0021 601-94689 2.000 EACH| 1900.00000 3800.00| 2600.00000 5200.00| GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 64.770 m | 32.00000 2072.64| 93.00000 6023.61| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 121.920 m | 135.00000 16459.20| 112.00000 13655.04| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 604-06069 8.800 m2 | 100.00000 880.00| 120.00000 1056.00| CURB RAMP, CONCRETE | | | 0025 604-91531 49.500 m2 | 50.00000 2475.00| 98.00000 4851.00| SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06090 33.200 m | 75.00000 2490.00| 68.00000 2257.60| CURB, INTEGRAL, CONCRETE | | | 0027 605-06120 29.000 m | 80.00000 2320.00| 98.00000 2842.00| CURB, CONCRETE | | | 0028 610-06259 229.600 m2 | 95.00000 21812.00| 136.00000 31225.60| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 610-07487 100.400 Mg | 120.00000 12048.00| 185.00000 18574.00| HMA FOR APPROACHES, TYPE B | | | 0030 614-06482 39.600 m2 | 250.00000 9900.00| 425.00000 16830.00| HEADER, CEMENT CONCRETE, D | | | 0031 702-51863 890.000 EACH| 7.00000 6230.00| 5.00000 4450.00| FIELD DRILLED HOLE IN CONCRETE | | | 0032 703-51030 3240.000 kg | 1.35000 4374.00| 0.71000 2300.40| REINFORCING STEEL | | | 0033 703-51032 3153.000 kg | 1.70000 5360.10| 1.00000 3153.00| REINFORCING STEEL, EPOXY COATED | | | 0034 703-90976 4239.000 kg | 1.35000 5722.65| 0.71000 3009.69| REINFORCING STEEL, GRADE 60 | | | 0035 703-96177 2357.000 kg | 1.70000 4006.90| 1.00000 2357.00| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0036 703-97936 72.000 EACH| 12.00000 864.00| 15.00000 1080.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 4.100 m3 | 1250.00000 5125.00| 800.00000 3280.00| CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06349 36.200 m | 250.00000 9050.00| 301.00000 10896.20| RAILING, TX | | | 0039 706-06372 4.000 EACH| 1700.00000 6800.00| 1950.00000 7800.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 281 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,742.00 ROUTE : SR 56 CALL ORDER : 281 CONTRACT ID : B -25089-A COUNTIES : ORANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1801998 | |GOHMANN ASPHALT & CONSTR., I|CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 706-51020 1.800 m3 | 1000.00000 1800.00| 575.00000 1035.00| CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 1550.00000 1550.00| 1600.00000 1600.00| SURFACE SEAL | | | 0042 722-51842 373.000 m2 | 85.00000 31705.00| 111.00000 41403.00| BRIDGE DECK OVERLAY | | | 0043 722-51846 4.000 m3 | 434.50000 1738.00| 434.50000 1738.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 56.000 m2 | 120.00000 6720.00| 215.00000 12040.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 724-03276 70.500 m | 250.00000 17625.00| 94.75000 6679.88| EXPANSION JOINT SEALING SYSTEM | | | 0046 728-98377 LUMP| 2000.00000 2000.00| 2100.00000 2100.00| MASONRY COATING | | | 0047 801-06207 2541.000 m | 3.00000 7623.00| 3.25000 8258.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 19.000 EACH| 80.00000 1520.00| 130.00000 2470.00| CONSTRUCTION SIGN, A | | | 0049 801-06645 7.000 EACH| 52.00000 364.00| 53.00000 371.00| CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 5000.00000 5000.00| 19400.00000 19400.00| MAINTAINING TRAFFIC | | | 0051 801-07119 18.000 m | 42.00000 756.00| 75.00000 1350.00| BARRICADE, III-B | | | 0052 808-05866 40.000 m2 | 35.00000 1400.00| 47.00000 1880.00| PAVEMENT MESSAGE MARKING, REMOVE | | | 0053 808-06712 125.000 m | 1.00000 125.00| 1.00000 125.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 373.000 m | 1.00000 373.00| 1.00000 373.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 499.000 m | 1.00000 499.00| 1.00000 499.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-06716 490.000 m | 2.40000 1176.00| 4.40000 2156.00| LINE, REMOVE | | | 0057 808-06723 4.000 EACH| 35.00000 140.00| 35.00000 140.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0058 808-06724 4.000 EACH| 50.00000 200.00| 40.00000 160.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 281 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 314,742.00 ROUTE : SR 56 CALL ORDER : 281 CONTRACT ID : B -25089-A COUNTIES : ORANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1801998 | |GOHMANN ASPHALT & CONSTR., I|CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-06726 3.600 m | 7.00000 25.20| 100.00000 360.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0060 808-75140 4.000 EACH| 225.00000 900.00| 125.00000 500.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | SECTION TOTALS | $ 339,834.18| $ 384,347.62| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 339,834.18| $ 384,347.62| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 552,387.90 ROUTE : REFORMATORY ROAD CALL ORDER : 291 CONTRACT ID : B -25912-A COUNTIES : MADISON LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 994800A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 473,392.13 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 474,000.00 100.1284% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 599,629.89 126.6666% 4 35-1609544 SCHUTT-LOOKABILL CO $ 618,378.97 130.6272% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 627,141.96 132.4783% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1381845 |(3) 35-1128289 |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 8400.00000 8400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1250.00000 7500.00| 1200.00000 7200.00| 2250.00000 13500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 23547.25000 23547.25| 30259.50000 30259.50 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 12100.00000 12100.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 250.000 m2 | 8.00000 2000.00| 8.00000 2000.00| 8.25000 2062.50 SURFACE MILLING, ASPHALT | | | 0006 203-02000 152.900 m3 | 25.00000 3822.50| 10.00000 1529.00| 20.00000 3058.00 EXCAVATION, COMMON | | | 0007 203-02070 1307.600 m3 | 15.00000 19614.00| 15.00000 19614.00| 15.50000 20267.80 BORROW | | | 0008 203-51223 120.000 m3 | 25.00000 3000.00| 10.00000 1200.00| 25.00000 3000.00 EXCAVATION, WATERWAY | | | 0009 205-06937 263.600 m | 3.00000 790.80| 6.50000 1713.40| 6.00000 1581.60 TEMPORARY SILT FENCE | | | 0010 206-51220 70.000 m3 | 150.00000 10500.00| 200.00000 14000.00| 650.00000 45500.00 EXCAVATION, WET | | | 0011 207-07503 594.000 m2 | 3.00000 1782.00| 2.00000 1188.00| 3.00000 1782.00 SUBGRADE TREATMENT, TYPE E | | | 0012 211-06467 48.600 m3 | 40.00000 1944.00| 35.00000 1701.00| 60.00000 2916.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 211-07454 3.200 m3 | 100.00000 320.00| 35.00000 112.00| 60.00000 192.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 552,387.90 ROUTE : REFORMATORY ROAD CALL ORDER : 291 CONTRACT ID : B -25912-A COUNTIES : MADISON LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1381845 |(3) 35-1128289 |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 301-07448 611.610 Mg | 18.00000 11008.98| 20.00000 12232.20| 20.00000 12232.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 89.800 Mg | 68.00000 6106.40| 63.00000 5657.40| 70.00000 6286.00 HMA SURFACE, TYPE A | | | 0016 402-07435 116.210 Mg | 55.50000 6449.65| 58.00000 6740.18| 56.00000 6507.76 HMA INTERMEDIATE, TYPE A | | | 0017 405-05518 1118.500 m2 | 1.43000 1599.45| 2.00000 2237.00| 1.50000 1677.75 ASPHALT FOR PRIME COAT | | | 0018 406-05521 1179.500 m2 | 0.06000 70.77| 0.66000 778.47| 0.05000 58.98 ASPHALT FOR TACK COAT | | | 0019 601-06037 4.000 EACH| 660.00000 2640.00| 625.00000 2500.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0020 601-06374 4.000 EACH| 600.00000 2400.00| 450.00000 1800.00| 550.00000 2200.00 GUARDRAIL TRANSITION, TGS-1 | | | 0021 601-99105 76.200 m | 35.00000 2667.00| 36.50000 2781.30| 28.65000 2183.13 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 610-06257 106.000 m2 | 75.00000 7950.00| 60.00000 6360.00| 70.00000 7420.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 610-07486 94.240 Mg | 91.00000 8575.84| 78.00000 7350.72| 90.00000 8481.60 HMA FOR APPROACHES, TYPE A | | | 0024 615-06505 2.000 EACH| 500.00000 1000.00| 450.00000 900.00| 440.00000 880.00 MONUMENT, B | | | 0025 616-02320 280.200 m2 | 3.50000 980.70| 3.00000 840.60| 2.75000 770.55 GEOTEXTILES | | | 0026 616-06405 216.300 Mg | 22.00000 4758.60| 22.00000 4758.60| 25.00000 5407.50 RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 400.00000 400.00| 430.00000 430.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06548 2.830 kg | 88.00000 249.04| 92.00000 260.36| 90.00000 254.70 SEED MIXTURE, CV | | | 0029 621-06559 2575.312 m2 | 0.66000 1699.70| 0.69000 1776.97| 0.70000 1802.72 MULCHED SEEDING, R | | | 0030 622-52436 1.000 EACH| 30.00000 30.00| 31.00000 31.00| 30.00000 30.00 SIGN, DO NOT MOW OR SPRAY | | | 0031 622-91786 60.000 EACH| 5.75000 345.00| 6.00000 360.00| 6.00000 360.00 SEEDLING | | | 0032 701-51195 303.200 m | 90.00000 27288.00| 92.00000 27894.40| 72.00000 21830.40 PILE, STEEL H, HP 310 X 79 | | | 0033 701-91792 28.000 EACH| 110.00000 3080.00| 100.00000 2800.00| 100.00000 2800.00 PILE TIP, STEEL H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 291 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 552,387.90 ROUTE : REFORMATORY ROAD CALL ORDER : 291 CONTRACT ID : B -25912-A COUNTIES : MADISON LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1381845 |(3) 35-1128289 |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 702-51005 89.400 m3 | 400.00000 35760.00| 455.00000 40677.00| 550.00000 49170.00 CONCRETE, A, SUBSTRUCTURE | | | 0035 702-51015 6.400 m3 | 1000.00000 6400.00| 450.00000 2880.00| 800.00000 5120.00 CONCRETE, B, FOOTINGS | | | 0036 703-51030 4991.000 kg | 1.20000 5989.20| 1.15000 5739.65| 1.20000 5989.20 REINFORCING STEEL | | | 0037 703-51032 22815.000 kg | 1.30000 29659.50| 1.30000 29659.50| 1.40000 31941.00 REINFORCING STEEL, EPOXY COATED | | | 0038 704-51002 172.000 m3 | 400.00000 68800.00| 380.00000 65360.00| 650.00000 111800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-06344 127.000 m | 103.00000 13081.00| 110.00000 13970.00| 113.00000 14351.00 RAILING, TS-1 | | | 0040 707-05984 259.600 m | 325.00000 84370.00| 335.00000 86966.00| 325.00000 84370.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0041 709-51821 LUMP| 4850.00000 4850.00| 3800.00000 3800.00| 3400.00000 3400.00 SURFACE SEAL | | | 0042 711-05398 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 54678.00000 54678.00 TRUSS , MOVE, OLD | | | 0043 715-05119 40.000 m | 65.00000 2600.00| 60.00000 2400.00| 78.00000 3120.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0044 715-46005 2.000 EACH| 225.00000 450.00| 225.00000 450.00| 500.00000 1000.00 PIPE END SECTION, 375 mm | | | 0045 715-91361 40.000 m | 12.50000 500.00| 30.00000 1200.00| 20.00000 800.00 PIPE, PVC, 150 mm | | | 0046 801-06775 LUMP| 1000.00000 1000.00| 100.00000 100.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0047 801-07120 14.400 m | 180.00000 2592.00| 190.00000 2736.00| 175.00000 2520.00 BARRICADE, III, PERMANENT | | | 0048 808-06713 480.000 m | 0.80000 384.00| 0.80000 384.00| 0.80000 384.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-06714 480.000 m | 0.80000 384.00| 0.80000 384.00| 0.80000 384.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 473,392.13| $ 474,000.00| $ 599,629.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 473,392.13| $ 474,000.00| $ 599,629.89 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 291 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 552,387.90 ROUTE : REFORMATORY ROAD CALL ORDER : 291 CONTRACT ID : B -25912-A COUNTIES : MADISON LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-2040801 | |SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 9164.00000 9164.00| 7400.00000 7400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| 1500.00000 9000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30918.00000 30918.00| 31000.00000 31000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1220.00000 1220.00| 3000.00000 3000.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 250.000 m2 | 9.52000 2380.00| 9.00000 2250.00| SURFACE MILLING, ASPHALT | | | 0006 203-02000 152.900 m3 | 16.00000 2446.40| 17.00000 2599.30| EXCAVATION, COMMON | | | 0007 203-02070 1307.600 m3 | 9.00000 11768.40| 28.00000 36612.80| BORROW | | | 0008 203-51223 120.000 m3 | 16.00000 1920.00| 20.00000 2400.00| EXCAVATION, WATERWAY | | | 0009 205-06937 263.600 m | 6.47000 1705.49| 6.00000 1581.60| TEMPORARY SILT FENCE | | | 0010 206-51220 70.000 m3 | 1489.74000 104281.80| 35.00000 2450.00| EXCAVATION, WET | | | 0011 207-07503 594.000 m2 | 5.00000 2970.00| 14.00000 8316.00| SUBGRADE TREATMENT, TYPE E | | | 0012 211-06467 48.600 m3 | 40.00000 1944.00| 88.00000 4276.80| AGGREGATE FOR END BENT BACKFILL | | | 0013 211-07454 3.200 m3 | 100.00000 320.00| 53.00000 169.60| STRUCTURE BACKFILL | | | 0014 301-07448 611.610 Mg | 25.84000 15804.00| 20.00000 12232.20| COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 89.800 Mg | 71.69000 6437.76| 63.00000 5657.40| HMA SURFACE, TYPE A | | | 0016 402-07435 116.210 Mg | 58.58000 6807.58| 52.00000 6042.92| HMA INTERMEDIATE, TYPE A | | | 0017 405-05518 1118.500 m2 | 1.51000 1688.94| 1.30000 1454.05| ASPHALT FOR PRIME COAT | | | 0018 406-05521 1179.500 m2 | 0.06000 70.77| 0.05000 58.98| ASPHALT FOR TACK COAT | | | 0019 601-06037 4.000 EACH| 655.00000 2620.00| 600.00000 2400.00| GUARDRAIL END TREATMENT, I | | | 0020 601-06374 4.000 EACH| 475.00000 1900.00| 450.00000 1800.00| GUARDRAIL TRANSITION, TGS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 291 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 552,387.90 ROUTE : REFORMATORY ROAD CALL ORDER : 291 CONTRACT ID : B -25912-A COUNTIES : MADISON LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-2040801 | |SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-99105 76.200 m | 38.28000 2916.94| 35.00000 2667.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 610-06257 106.000 m2 | 68.00000 7208.00| 100.00000 10600.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 610-07486 94.240 Mg | 96.98000 9139.40| 90.00000 8481.60| HMA FOR APPROACHES, TYPE A | | | 0024 615-06505 2.000 EACH| 570.00000 1140.00| 500.00000 1000.00| MONUMENT, B | | | 0025 616-02320 280.200 m2 | 2.00000 560.40| 3.50000 980.70| GEOTEXTILES | | | 0026 616-06405 216.300 Mg | 31.44000 6800.47| 30.00000 6489.00| RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 435.00000 435.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06548 2.830 kg | 92.80000 262.62| 82.00000 232.06| SEED MIXTURE, CV | | | 0029 621-06559 2575.312 m2 | 0.93000 2395.04| 0.65000 1673.95| MULCHED SEEDING, R | | | 0030 622-52436 1.000 EACH| 23.00000 23.00| 28.00000 28.00| SIGN, DO NOT MOW OR SPRAY | | | 0031 622-91786 60.000 EACH| 6.09000 365.40| 5.50000 330.00| SEEDLING | | | 0032 701-51195 303.200 m | 98.42000 29840.94| 100.00000 30320.00| PILE, STEEL H, HP 310 X 79 | | | 0033 701-91792 28.000 EACH| 106.26000 2975.28| 125.00000 3500.00| PILE TIP, STEEL H | | | 0034 702-51005 89.400 m3 | 398.34000 35611.60| 650.00000 58110.00| CONCRETE, A, SUBSTRUCTURE | | | 0035 702-51015 6.400 m3 | 600.00000 3840.00| 850.00000 5440.00| CONCRETE, B, FOOTINGS | | | 0036 703-51030 4991.000 kg | 1.14000 5689.74| 1.25000 6238.75| REINFORCING STEEL | | | 0037 703-51032 22815.000 kg | 1.30000 29659.50| 1.35000 30800.25| REINFORCING STEEL, EPOXY COATED | | | 0038 704-51002 172.000 m3 | 607.16000 104431.52| 650.00000 111800.00| CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-06344 127.000 m | 108.00000 13716.00| 95.00000 12065.00| RAILING, TS-1 | | | 0040 707-05984 259.600 m | 332.05000 86200.18| 435.00000 112926.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 291 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 552,387.90 ROUTE : REFORMATORY ROAD CALL ORDER : 291 CONTRACT ID : B -25912-A COUNTIES : MADISON LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-2040801 | |SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 709-51821 LUMP| 5342.00000 5342.00| 3310.00000 3310.00| SURFACE SEAL | | | 0042 711-05398 LUMP| 44129.00000 44129.00| 70000.00000 70000.00| TRUSS , MOVE, OLD | | | 0043 715-05119 40.000 m | 50.59000 2023.60| 80.00000 3200.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0044 715-46005 2.000 EACH| 165.30000 330.60| 300.00000 600.00| PIPE END SECTION, 375 mm | | | 0045 715-91361 40.000 m | 21.55000 862.00| 30.00000 1200.00| PIPE, PVC, 150 mm | | | 0046 801-06775 LUMP| 600.00000 600.00| 1000.00000 1000.00| MAINTAINING TRAFFIC | | | 0047 801-07120 14.400 m | 190.00000 2736.00| 165.00000 2376.00| BARRICADE, III, PERMANENT | | | 0048 808-06713 480.000 m | 0.81000 388.80| 0.70000 336.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-06714 480.000 m | 0.81000 388.80| 0.70000 336.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 618,378.97| $ 627,141.96| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 618,378.97| $ 627,141.96| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,333.00 ROUTE : SR 161 CALL ORDER : 321 CONTRACT ID : B -26618-A COUNTIES : WARRICK LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5187006 5187006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 1,065,677.73 100.0000% 2 35-1878024 RAGLE, INC. $ 1,094,294.59 102.6853% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,260,018.95 118.2363% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,290,791.21 121.1239% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-1009310 |RUDOLPH, J.H. & CO |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 18000.00000 18000.00| 5000.00000 5000.00| 24000.00000 24000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1700.00000 13600.00| 1000.00000 8000.00| 2055.00000 16440.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 54500.00000 54500.00| 58000.00000 58000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 16000.00000 16000.00| 4800.00000 4800.00 CLEARING RIGHT OF WAY STR NO 1 | | | 0005 201-52370 LUMP| 8000.00000 8000.00| 16000.00000 16000.00| 10800.00000 10800.00 CLEARING RIGHT OF WAY STR NO 2 | | | 0006 202-02241 180.000 m | 12.00000 2160.00| 11.40000 2052.00| 7.00000 1260.00 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 10000.00000 10000.00| 8500.00000 8500.00| 5500.00000 5500.00 PRESENT STRUCTURE, REMOVE STR NO 1 | | | 0008 202-51330 LUMP| 16000.00000 16000.00| 32750.00000 32750.00| 17500.00000 17500.00 PRESENT STRUCTURE, REMOVE STR NO 2 | | | 0009 202-60820 264.000 m2 | 8.15000 2151.60| 6.00000 1584.00| 9.20000 2428.80 SURFACE MILLING, ASPHALT | | | 0010 203-02000 1727.000 m3 | 14.50000 25041.50| 7.61000 13142.47| 11.90000 20551.30 EXCAVATION, COMMON | | | 0011 203-02070 3698.000 m3 | 13.00000 48074.00| 14.56000 53842.88| 15.80000 58428.40 BORROW | | | 0012 203-51223 5621.000 m3 | 8.00000 44968.00| 5.92000 33276.32| 12.30000 69138.30 EXCAVATION, WATERWAY | | | 0013 205-04931 1.000 EACH| 3000.00000 3000.00| 400.00000 400.00| 875.00000 875.00 SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,333.00 ROUTE : SR 161 CALL ORDER : 321 CONTRACT ID : B -26618-A COUNTIES : WARRICK LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-1009310 |RUDOLPH, J.H. & CO |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06930 2.400 Mg | 420.00000 1008.00| 25.00000 60.00| 55.00000 132.00 SPLASHPAD, RIPRAP | | | 0015 205-06931 102.700 Mg | 25.00000 2567.50| 22.00000 2259.40| 32.00000 3286.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06936 31.600 Mg | 28.00000 884.80| 25.00000 790.00| 32.00000 1011.20 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 880.000 m | 6.00000 5280.00| 3.50000 3080.00| 5.20000 4576.00 TEMPORARY SILT FENCE | | | 0018 205-06938 18.000 m | 70.00000 1260.00| 17.00000 306.00| 96.00000 1728.00 TEMPORARY SLOPE DRAIN | | | 0019 206-51220 254.000 m3 | 31.50000 8001.00| 40.00000 10160.00| 12.70000 3225.80 EXCAVATION, WET | | | 0020 207-07502 2612.000 m2 | 7.30000 19067.60| 3.00000 7836.00| 13.75000 35915.00 SUBGRADE TREATMENT, TYPE D | | | 0021 211-02050 200.000 m3 | 30.00000 6000.00| 35.00000 7000.00| 33.40000 6680.00 B BORROW | | | 0022 211-06467 32.000 m3 | 60.00000 1920.00| 45.00000 1440.00| 43.00000 1376.00 AGGREGATE FOR END BENT BACKFILL | | | 0023 211-07454 780.000 m3 | 32.25000 25155.00| 35.00000 27300.00| 32.50000 25350.00 STRUCTURE BACKFILL | | | 0024 301-07448 1762.000 Mg | 19.00000 33478.00| 19.50000 34359.00| 22.80000 40173.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 303-01180 36.000 Mg | 22.00000 792.00| 19.50000 702.00| 22.80000 820.80 COMPACTED AGGREGATE, NO. 53 | | | 0026 401-07321 573.000 Mg | 52.75000 30225.75| 46.00000 26358.00| 46.60000 26701.80 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0027 401-07390 647.200 Mg | 49.50000 32036.40| 44.00000 28476.80| 42.60000 27570.72 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0028 401-07407 1433.200 Mg | 42.50000 60911.00| 41.00000 58761.20| 41.30000 59191.16 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0029 404-05511 1248.000 m2 | 3.00000 3744.00| 2.80000 3494.40| 3.00000 3744.00 SEAL COAT, 2 | | | 0030 404-05514 101.000 m2 | 6.00000 606.00| 11.00000 1111.00| 14.00000 1414.00 SEAL COAT, 5 | | | 0031 405-05518 1638.000 m2 | 1.25000 2047.50| 1.00000 1638.00| 1.00000 1638.00 ASPHALT FOR PRIME COAT | | | 0032 406-05520 3.270 Mg | 200.00000 654.00| 220.00000 719.40| 230.00000 752.10 ASPHALT FOR TACK COAT | | | 0033 601-01128 4.000 EACH| 1085.00000 4340.00| 1085.00000 4340.00| 1180.00000 4720.00 GUARDRAIL TRANSITION TYPE WGB | | | 0034 601-01625 1.000 EACH| 1325.00000 1325.00| 1325.00000 1325.00| 1660.00000 1660.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,333.00 ROUTE : SR 161 CALL ORDER : 321 CONTRACT ID : B -26618-A COUNTIES : WARRICK LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-1009310 |RUDOLPH, J.H. & CO |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-06037 5.000 EACH| 625.00000 3125.00| 625.00000 3125.00| 760.00000 3800.00 GUARDRAIL END TREATMENT, I | | | 0036 601-06854 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 1620.00000 3240.00 GUARDRAIL, W-BEAM, NESTED | | | 0037 601-06856 4.000 EACH| 160.00000 640.00| 160.00000 640.00| 325.00000 1300.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0038 601-94689 3.000 EACH| 1865.00000 5595.00| 1865.00000 5595.00| 2520.00000 7560.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 205.775 m | 30.00000 6173.25| 30.00000 6173.25| 44.00000 9054.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 6.000 EACH| 7.00000 42.00| 8.00000 48.00| 17.00000 102.00 BARRIER DELINEATOR | | | 0041 610-06257 184.000 m2 | 67.00000 12328.00| 50.00000 9200.00| 69.00000 12696.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0042 610-07486 137.900 Mg | 60.00000 8274.00| 59.00000 8136.10| 75.00000 10342.50 HMA FOR APPROACHES, TYPE A | | | 0043 615-06490 40.000 EACH| 110.00000 4400.00| 110.00000 4400.00| 95.00000 3800.00 RIGHT OF WAY MARKER | | | 0044 615-06505 12.000 EACH| 405.00000 4860.00| 405.00000 4860.00| 530.00000 6360.00 MONUMENT, B | | | 0045 616-02320 5073.000 m2 | 2.25000 11414.25| 2.00000 10146.00| 2.30000 11667.90 GEOTEXTILES | | | 0046 616-05688 214.000 Mg | 21.00000 4494.00| 18.00000 3852.00| 31.70000 6783.80 RIPRAP, CLASS 1 | | | 0047 616-06405 3675.000 Mg | 19.25000 70743.75| 18.00000 66150.00| 27.70000 101797.50 RIPRAP, REVETMENT | | | 0048 616-06451 500.000 Mg | 19.25000 9625.00| 18.00000 9000.00| 31.70000 15850.00 RIPRAP, UNIFORM | | | 0049 621-01004 4.000 EACH| 1175.00000 4700.00| 1175.00000 4700.00| 1200.00000 4800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-02770 1200.000 m2 | 1.70000 2040.00| 1.70000 2040.00| 1.80000 2160.00 EROSION CONTROL BLANKET | | | 0051 621-06545 0.603 Mg | 388.00000 233.96| 386.07000 232.80| 400.00000 241.20 FERTILIZER | | | 0052 621-06548 7.000 kg | 73.00000 511.00| 73.00000 511.00| 80.00000 560.00 SEED MIXTURE, CV | | | 0053 621-06553 150.000 kg | 4.50000 675.00| 4.40000 660.00| 4.70000 705.00 SEED MIXTURE, R | | | 0054 621-06557 75.000 kg | 5.25000 393.75| 5.25000 393.75| 5.60000 420.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 321 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,333.00 ROUTE : SR 161 CALL ORDER : 321 CONTRACT ID : B -26618-A COUNTIES : WARRICK LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-1009310 |RUDOLPH, J.H. & CO |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 621-06565 5.700 Mg | 520.00000 2964.00| 520.00000 2964.00| 550.00000 3135.00 MULCHING MATERIAL | | | 0056 621-06567 29.236 kL | 0.50000 14.62| 0.50000 14.62| 1.00000 29.24 WATER | | | 0057 621-06574 1624.000 m2 | 4.80000 7795.20| 4.80000 7795.20| 5.05000 8201.20 SODDING | | | 0058 622-52436 11.000 EACH| 28.00000 308.00| 28.00000 308.00| 30.00000 330.00 SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 881.000 EACH| 3.50000 3083.50| 3.50000 3083.50| 3.80000 3347.80 SEEDLING | | | 0060 701-51195 237.000 m | 100.00000 23700.00| 85.00000 20145.00| 126.00000 29862.00 PILE, STEEL H, HP 310 X 79 | | | 0061 702-51005 95.000 m3 | 545.00000 51775.00| 600.00000 57000.00| 644.00000 61180.00 CONCRETE, A, SUBSTRUCTURE | | | 0062 703-51030 5336.000 kg | 1.75000 9338.00| 1.50000 8004.00| 1.47000 7843.92 REINFORCING STEEL | | | 0063 703-51032 21823.000 kg | 1.60000 34916.80| 1.60000 34916.80| 1.78000 38844.94 REINFORCING STEEL, EPOXY COATED | | | 0064 704-51002 119.300 m3 | 625.00000 74562.50| 600.00000 71580.00| 686.00000 81839.80 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-05733 4.000 EACH| 950.00000 3800.00| 1000.00000 4000.00| 1460.00000 5840.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0066 706-51025 10.400 m | 185.00000 1924.00| 400.00000 4160.00| 142.00000 1476.80 CONCRETE, C, RAILING | | | 0067 707-05971 172.746 m2 | 250.00000 43186.50| 450.00000 77735.70| 308.00000 53205.77 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 914 mm | | | 0068 709-51821 LUMP| 2750.00000 2750.00| 2750.00000 2750.00| 3150.00000 3150.00 SURFACE SEAL STR NO 2 | | | 0069 714-06660 75.000 m2 | 475.00000 35625.00| 600.00000 45000.00| 513.00000 38475.00 WINGWALL STR NO 1 | | | 0070 715-05121 28.000 m | 85.00000 2380.00| 85.00000 2380.00| 107.00000 2996.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0071 715-05169 115.000 m | 100.00000 11500.00| 75.00000 8625.00| 102.00000 11730.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05407 34.000 m | 23.00000 782.00| 18.00000 612.00| 27.00000 918.00 PIPE, END BENT DRAIN, 150 mm | | | 0073 715-46005 8.000 EACH| 300.00000 2400.00| 150.00000 1200.00| 415.00000 3320.00 PIPE END SECTION, 375 mm | | | 0074 715-46010 2.000 EACH| 305.00000 610.00| 225.00000 450.00| 475.00000 950.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 321 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,333.00 ROUTE : SR 161 CALL ORDER : 321 CONTRACT ID : B -26618-A COUNTIES : WARRICK LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-1009310 |RUDOLPH, J.H. & CO |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 723-07105 22.500 m | 3700.00000 83250.00| 5000.00000 112500.00| 4731.00000 106447.50 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm STR NO 1 | | | 0076 801-04308 15.000 EACH| 240.00000 3600.00| 240.00000 3600.00| 325.00000 4875.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06625 20.000 EACH| 85.00000 1700.00| 85.00000 1700.00| 84.00000 1680.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 20.000 EACH| 100.00000 2000.00| 95.00000 1900.00| 105.00000 2100.00 CONSTRUCTION SIGN, A | | | 0079 801-06645 6.000 EACH| 65.00000 390.00| 65.00000 390.00| 55.00000 330.00 CONSTRUCTION SIGN, B | | | 0080 801-06775 LUMP| 7000.00000 7000.00| 500.00000 500.00| 27000.00000 27000.00 MAINTAINING TRAFFIC | | | 0081 801-07118 72.000 m | 38.00000 2736.00| 38.00000 2736.00| 58.00000 4176.00 BARRICADE, III-A | | | 0082 801-07119 72.000 m | 40.00000 2880.00| 40.00000 2880.00| 78.00000 5616.00 BARRICADE, III-B | | | 0083 802-05701 18.000 m | 31.00000 558.00| 31.00000 558.00| 35.00000 630.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-91122 4.000 EACH| 75.00000 300.00| 75.00000 300.00| 90.00000 360.00 SIGN, GROUND MOUNTED, RESET | | | 0085 808-06712 223.000 m | 0.56000 124.88| 0.55000 122.65| 1.00000 223.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0086 808-06713 1388.000 m | 0.56000 777.28| 0.55000 763.40| 0.80000 1110.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0087 808-06714 2089.000 m | 0.56000 1169.84| 0.55000 1148.95| 0.80000 1671.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0088 808-75297 6.000 m | 50.00000 300.00| 50.00000 300.00| 22.00000 132.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0089 808-75996 11.000 EACH| 20.00000 220.00| 5.00000 55.00| 14.00000 154.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0090 808-75998 26.000 EACH| 65.00000 1690.00| 65.00000 1690.00| 85.00000 2210.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,065,677.73| $ 1,094,294.59| $ 1,260,018.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,065,677.73| $ 1,094,294.59| $ 1,260,018.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 321 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,333.00 ROUTE : SR 161 CALL ORDER : 321 CONTRACT ID : B -26618-A COUNTIES : WARRICK LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1750.00000 14000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 60000.00000 60000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| | CLEARING RIGHT OF WAY STR NO 1 | | | 0005 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY STR NO 2 | | | 0006 202-02241 180.000 m | 10.00000 1800.00| | GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE STR NO 1 | | | 0008 202-51330 LUMP| 19000.00000 19000.00| | PRESENT STRUCTURE, REMOVE STR NO 2 | | | 0009 202-60820 264.000 m2 | 14.00000 3696.00| | SURFACE MILLING, ASPHALT | | | 0010 203-02000 1727.000 m3 | 16.00000 27632.00| | EXCAVATION, COMMON | | | 0011 203-02070 3698.000 m3 | 8.50000 31433.00| | BORROW | | | 0012 203-51223 5621.000 m3 | 15.00000 84315.00| | EXCAVATION, WATERWAY | | | 0013 205-04931 1.000 EACH| 400.00000 400.00| | SEDIMENT TRAP | | | 0014 205-06930 2.400 Mg | 105.00000 252.00| | SPLASHPAD, RIPRAP | | | 0015 205-06931 102.700 Mg | 38.00000 3902.60| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06936 31.600 Mg | 42.00000 1327.20| | TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 880.000 m | 5.50000 4840.00| | TEMPORARY SILT FENCE | | | 0018 205-06938 18.000 m | 47.00000 846.00| | TEMPORARY SLOPE DRAIN | | | 0019 206-51220 254.000 m3 | 25.00000 6350.00| | EXCAVATION, WET | | | 0020 207-07502 2612.000 m2 | 8.00000 20896.00| | SUBGRADE TREATMENT, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 321 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,333.00 ROUTE : SR 161 CALL ORDER : 321 CONTRACT ID : B -26618-A COUNTIES : WARRICK LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 211-02050 200.000 m3 | 35.00000 7000.00| | B BORROW | | | 0022 211-06467 32.000 m3 | 60.00000 1920.00| | AGGREGATE FOR END BENT BACKFILL | | | 0023 211-07454 780.000 m3 | 35.00000 27300.00| | STRUCTURE BACKFILL | | | 0024 301-07448 1762.000 Mg | 22.00000 38764.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 303-01180 36.000 Mg | 35.00000 1260.00| | COMPACTED AGGREGATE, NO. 53 | | | 0026 401-07321 573.000 Mg | 58.00000 33234.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0027 401-07390 647.200 Mg | 52.00000 33654.40| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0028 401-07407 1433.200 Mg | 52.00000 74526.40| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0029 404-05511 1248.000 m2 | 3.75000 4680.00| | SEAL COAT, 2 | | | 0030 404-05514 101.000 m2 | 17.00000 1717.00| | SEAL COAT, 5 | | | 0031 405-05518 1638.000 m2 | 1.00000 1638.00| | ASPHALT FOR PRIME COAT | | | 0032 406-05520 3.270 Mg | 250.00000 817.50| | ASPHALT FOR TACK COAT | | | 0033 601-01128 4.000 EACH| 900.00000 3600.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0034 601-01625 1.000 EACH| 1350.00000 1350.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0035 601-06037 5.000 EACH| 600.00000 3000.00| | GUARDRAIL END TREATMENT, I | | | 0036 601-06854 2.000 EACH| 2000.00000 4000.00| | GUARDRAIL, W-BEAM, NESTED | | | 0037 601-06856 4.000 EACH| 350.00000 1400.00| | MODIFIED POSTS, NESTED GUARDRAIL | | | 0038 601-94689 3.000 EACH| 1800.00000 5400.00| | GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 205.775 m | 32.00000 6584.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 6.000 EACH| 8.00000 48.00| | BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 321 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,333.00 ROUTE : SR 161 CALL ORDER : 321 CONTRACT ID : B -26618-A COUNTIES : WARRICK LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 610-06257 184.000 m2 | 70.00000 12880.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0042 610-07486 137.900 Mg | 95.00000 13100.50| | HMA FOR APPROACHES, TYPE A | | | 0043 615-06490 40.000 EACH| 110.00000 4400.00| | RIGHT OF WAY MARKER | | | 0044 615-06505 12.000 EACH| 475.00000 5700.00| | MONUMENT, B | | | 0045 616-02320 5073.000 m2 | 2.50000 12682.50| | GEOTEXTILES | | | 0046 616-05688 214.000 Mg | 35.00000 7490.00| | RIPRAP, CLASS 1 | | | 0047 616-06405 3675.000 Mg | 28.00000 102900.00| | RIPRAP, REVETMENT | | | 0048 616-06451 500.000 Mg | 32.00000 16000.00| | RIPRAP, UNIFORM | | | 0049 621-01004 4.000 EACH| 660.00000 2640.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-02770 1200.000 m2 | 2.00000 2400.00| | EROSION CONTROL BLANKET | | | 0051 621-06545 0.603 Mg | 690.00000 416.07| | FERTILIZER | | | 0052 621-06548 7.000 kg | 70.00000 490.00| | SEED MIXTURE, CV | | | 0053 621-06553 150.000 kg | 7.00000 1050.00| | SEED MIXTURE, R | | | 0054 621-06557 75.000 kg | 6.50000 487.50| | SEED MIXTURE, T | | | 0055 621-06565 5.700 Mg | 465.00000 2650.50| | MULCHING MATERIAL | | | 0056 621-06567 29.236 kL | 1.00000 29.24| | WATER | | | 0057 621-06574 1624.000 m2 | 3.50000 5684.00| | SODDING | | | 0058 622-52436 11.000 EACH| 29.00000 319.00| | SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 881.000 EACH| 8.60000 7576.60| | SEEDLING | | | 0060 701-51195 237.000 m | 110.00000 26070.00| | PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 321 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,333.00 ROUTE : SR 161 CALL ORDER : 321 CONTRACT ID : B -26618-A COUNTIES : WARRICK LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 702-51005 95.000 m3 | 650.00000 61750.00| | CONCRETE, A, SUBSTRUCTURE | | | 0062 703-51030 5336.000 kg | 1.50000 8004.00| | REINFORCING STEEL | | | 0063 703-51032 21823.000 kg | 1.55000 33825.65| | REINFORCING STEEL, EPOXY COATED | | | 0064 704-51002 119.300 m3 | 650.00000 77545.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-05733 4.000 EACH| 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0066 706-51025 10.400 m | 200.00000 2080.00| | CONCRETE, C, RAILING | | | 0067 707-05971 172.746 m2 | 375.00000 64779.75| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 914 mm | | | 0068 709-51821 LUMP| 3000.00000 3000.00| | SURFACE SEAL STR NO 2 | | | 0069 714-06660 75.000 m2 | 500.00000 37500.00| | WINGWALL STR NO 1 | | | 0070 715-05121 28.000 m | 140.00000 3920.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0071 715-05169 115.000 m | 110.00000 12650.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05407 34.000 m | 30.00000 1020.00| | PIPE, END BENT DRAIN, 150 mm | | | 0073 715-46005 8.000 EACH| 300.00000 2400.00| | PIPE END SECTION, 375 mm | | | 0074 715-46010 2.000 EACH| 350.00000 700.00| | PIPE END SECTION, 450 mm | | | 0075 723-07105 22.500 m | 6500.00000 146250.00| | STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm STR NO 1 | | | 0076 801-04308 15.000 EACH| 260.00000 3900.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06625 20.000 EACH| 110.00000 2200.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 20.000 EACH| 115.00000 2300.00| | CONSTRUCTION SIGN, A | | | 0079 801-06645 6.000 EACH| 50.00000 300.00| | CONSTRUCTION SIGN, B | | | 0080 801-06775 LUMP| 2500.00000 2500.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 321 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,333.00 ROUTE : SR 161 CALL ORDER : 321 CONTRACT ID : B -26618-A COUNTIES : WARRICK LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-07118 72.000 m | 33.00000 2376.00| | BARRICADE, III-A | | | 0082 801-07119 72.000 m | 48.00000 3456.00| | BARRICADE, III-B | | | 0083 802-05701 18.000 m | 20.00000 360.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-91122 4.000 EACH| 125.00000 500.00| | SIGN, GROUND MOUNTED, RESET | | | 0085 808-06712 223.000 m | 1.00000 223.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0086 808-06713 1388.000 m | 1.00000 1388.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0087 808-06714 2089.000 m | 1.00000 2089.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0088 808-75297 6.000 m | 25.00000 150.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0089 808-75996 11.000 EACH| 35.00000 385.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0090 808-75998 26.000 EACH| 65.00000 1690.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,290,791.21| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,290,791.21| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,128.00 ROUTE : I-465 CALL ORDER : 331 CONTRACT ID : B -26720-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/10/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654338 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 466,506.49 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 467,294.84 100.1689% 3 35-1609544 SCHUTT-LOOKABILL CO $ 474,296.21 101.6697% 4 35-1128289 BEATY CONSTRUCTION, INC. CONDITIONAL BID $ 562,369.56 120.5491% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 576,203.08 123.5144% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 300.00000 300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1200.00000 3600.00| 2000.00000 6000.00| 1600.00000 4800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 22750.00000 22750.00| 23000.00000 23000.00| 23714.00000 23714.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 158.000 m2 | 20.00000 3160.00| 20.00000 3160.00| 12.00000 1896.00 PAVEMENT, REMOVE | | | 0005 202-02241 433.374 m | 6.50000 2816.93| 12.00000 5200.49| 6.55000 2838.60 GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 250.00000 1000.00| 850.00000 3400.00| 200.00000 800.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02277 595.000 m | 13.50000 8032.50| 17.00000 10115.00| 6.56000 3903.20 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 70000.00000 70000.00| 60000.00000 60000.00| 91514.00000 91514.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 204.000 m2 | 6.50000 1326.00| 8.00000 1632.00| 2.99000 609.96 SURFACE MILLING, ASPHALT | | | 0010 202-90883 656.000 m2 | 6.50000 4264.00| 8.00000 5248.00| 11.20000 7347.20 OVERLAY, CONCRETE, REMOVE | | | 0011 203-02000 484.000 m3 | 13.50000 6534.00| 25.00000 12100.00| 8.00000 3872.00 EXCAVATION, COMMON | | | 0012 303-52308 874.900 Mg | 21.50000 18810.35| 25.00000 21872.50| 17.67000 15459.48 COMPACTED AGGREGATE, O, 53 | | | 0013 404-05511 1196.000 m2 | 3.50000 4186.00| 3.25000 3887.00| 3.39000 4054.44 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,128.00 ROUTE : I-465 CALL ORDER : 331 CONTRACT ID : B -26720-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05521 204.000 m2 | 4.50000 918.00| 4.25000 867.00| 4.52000 922.08 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1356.00000 5424.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-01625 1.000 EACH| 1250.00000 1250.00| 1650.00000 1650.00| 1356.00000 1356.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0017 601-07023 2.000 EACH| 4000.00000 8000.00| 5000.00000 10000.00| 6200.00000 12400.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0018 601-94689 3.000 EACH| 2000.00000 6000.00| 1950.00000 5850.00| 1920.00000 5760.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 421.005 m | 31.00000 13051.16| 30.00000 12630.15| 31.81000 13392.17 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 18.000 m | 52.50000 945.00| 100.00000 1800.00| 52.49000 944.82 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06646 123.000 m | 50.00000 6150.00| 100.00000 12300.00| 59.05000 7263.15 TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 30.000 EACH| 8.00000 240.00| 8.50000 255.00| 8.00000 240.00 BARRIER DELINEATOR | | | 0023 610-05527 337.000 Mg | 82.75000 27886.75| 75.00000 25275.00| 92.51000 31175.87 HMA FOR APPROACHES | | | 0024 610-06259 200.000 m2 | 65.00000 13000.00| 75.00000 15000.00| 78.00000 15600.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 616-02320 1428.000 m2 | 3.50000 4998.00| 3.00000 4284.00| 1.70000 2427.60 GEOTEXTILES | | | 0026 616-06406 1480.600 m2 | 22.00000 32573.20| 24.00000 35534.40| 23.12000 34231.47 RIPRAP, REVETMENT | | | 0027 621-06574 72.000 m2 | 10.00000 720.00| 30.00000 2160.00| 14.85000 1069.20 SODDING | | | 0028 703-01540 34.000 EACH| 10.00000 340.00| 18.00000 612.00| 8.61000 292.74 THREADED TIE BAR ASSEMBLY | | | 0029 703-03622 24.000 EACH| 10.00000 240.00| 19.00000 456.00| 9.57000 229.68 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0030 703-51030 2760.000 kg | 1.60000 4416.00| 1.40000 3864.00| 1.29000 3560.40 REINFORCING STEEL | | | 0031 703-51032 5916.000 kg | 1.70000 10057.20| 1.60000 9465.60| 1.52000 8992.32 REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 24.000 m3 | 850.00000 20400.00| 660.00000 15840.00| 921.35000 22112.40 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,128.00 ROUTE : I-465 CALL ORDER : 331 CONTRACT ID : B -26720-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 706-05732 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 157.000 m | 137.50000 21587.50| 130.00000 20410.00| 133.63000 20979.91 CONCRETE, C, RAILING | | | 0035 709-51821 LUMP| 4400.00000 4400.00| 4200.00000 4200.00| 2780.00000 2780.00 SURFACE SEAL | | | 0036 720-44296 4.000 EACH| 250.00000 1000.00| 400.00000 1600.00| 150.00000 600.00 CAP INLET | | | 0037 722-51401 10.000 m2 | 350.00000 3500.00| 200.00000 2000.00| 129.12000 1291.20 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 801.000 m2 | 55.00000 44055.00| 45.00000 36045.00| 43.10000 34523.10 BRIDGE DECK OVERLAY | | | 0039 722-51846 12.200 m3 | 434.50000 5300.90| 434.50000 5300.90| 434.50000 5300.90 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 198.000 m2 | 82.50000 16335.00| 30.00000 5940.00| 75.32000 14913.36 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 656.000 m2 | 6.50000 4264.00| 8.00000 5248.00| 0.23000 150.88 SURFACE MILLING | | | 0042 724-03276 25.000 m | 190.00000 4750.00| 180.00000 4500.00| 131.23000 3280.75 EXPANSION JOINT SEALING SYSTEM | | | 0043 728-98377 LUMP| 7500.00000 7500.00| 6200.00000 6200.00| 7689.00000 7689.00 MASONRY COATING | | | 0044 801-06203 196.000 m | 1.50000 294.00| 1.40000 274.40| 1.53000 299.88 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06207 1556.000 m | 3.00000 4668.00| 3.00000 4668.00| 3.25000 5057.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06218 7.000 m | 20.00000 140.00| 18.00000 126.00| 19.53000 136.71 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0047 801-06640 28.000 EACH| 85.00000 2380.00| 75.00000 2100.00| 72.00000 2016.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 30.00000 60.00| 35.00000 70.00| 34.00000 68.00 CONSTRUCTION SIGN, B | | | 0049 801-06710 10.000 DAY | 15.00000 150.00| 25.00000 250.00| 14.00000 140.00 FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 8750.00000 8750.00| 10000.00000 10000.00| 9858.00000 9858.00 MAINTAINING TRAFFIC | | | 0051 801-07119 12.000 m | 25.00000 300.00| 25.00000 300.00| 25.00000 300.00 BARRICADE, III-B | | | 0052 806-01851 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 28000.00000 28000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,128.00 ROUTE : I-465 CALL ORDER : 331 CONTRACT ID : B -26720-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-01226 7.000 EACH| 80.00000 560.00| 165.00000 1155.00| 164.00000 1148.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0054 808-06713 416.000 m | 0.50000 208.00| 0.40000 166.40| 0.38000 158.08 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 558.000 m | 0.50000 279.00| 0.40000 223.20| 0.38000 212.04 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-06716 582.000 m | 2.50000 1455.00| 1.40000 814.80| 1.41000 820.62 LINE, REMOVE | | | 0057 808-75996 7.000 EACH| 15.00000 105.00| 35.00000 245.00| 10.00000 70.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 466,506.49| $ 467,294.84| $ 474,296.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 466,506.49| $ 467,294.84| $ 474,296.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 331 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,128.00 ROUTE : I-465 CALL ORDER : 331 CONTRACT ID : B -26720-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 | |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| 4000.00000 4000.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2800.00000 8400.00| 1900.00000 5700.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 28168.50000 28168.50| 27500.00000 27500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 158.000 m2 | 25.00000 3950.00| 20.00000 3160.00| PAVEMENT, REMOVE | | | 0005 202-02241 433.374 m | 5.80000 2513.57| 6.00000 2600.24| GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 900.00000 3600.00| 700.00000 2800.00| GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02277 595.000 m | 16.25000 9668.75| 21.00000 12495.00| GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 92999.00000 92999.00| 92500.00000 92500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 204.000 m2 | 13.00000 2652.00| 4.00000 816.00| SURFACE MILLING, ASPHALT | | | 0010 202-90883 656.000 m2 | 10.50000 6888.00| 10.50000 6888.00| OVERLAY, CONCRETE, REMOVE | | | 0011 203-02000 484.000 m3 | 30.00000 14520.00| 22.00000 10648.00| EXCAVATION, COMMON | | | 0012 303-52308 874.900 Mg | 21.00000 18372.90| 22.00000 19247.80| COMPACTED AGGREGATE, O, 53 | | | 0013 404-05511 1196.000 m2 | 3.40000 4066.40| 3.00000 3588.00| SEAL COAT, 2 | | | 0014 406-05521 204.000 m2 | 4.50000 918.00| 4.00000 816.00| ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-01625 1.000 EACH| 1200.00000 1200.00| 1250.00000 1250.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0017 601-07023 2.000 EACH| 5500.00000 11000.00| 5600.00000 11200.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0018 601-94689 3.000 EACH| 1700.00000 5100.00| 1750.00000 5250.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 421.005 m | 28.15000 11851.29| 28.50000 11998.64| GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 331 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,128.00 ROUTE : I-465 CALL ORDER : 331 CONTRACT ID : B -26720-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 | |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 18.000 m | 70.00000 1260.00| 135.00000 2430.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06646 123.000 m | 65.00000 7995.00| 130.00000 15990.00| TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 30.000 EACH| 8.00000 240.00| 7.00000 210.00| BARRIER DELINEATOR | | | 0023 610-05527 337.000 Mg | 75.00000 25275.00| 77.00000 25949.00| HMA FOR APPROACHES | | | 0024 610-06259 200.000 m2 | 75.00000 15000.00| 90.00000 18000.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 616-02320 1428.000 m2 | 2.75000 3927.00| 3.60000 5140.80| GEOTEXTILES | | | 0026 616-06406 1480.600 m2 | 27.00000 39976.20| 25.00000 37015.00| RIPRAP, REVETMENT | | | 0027 621-06574 72.000 m2 | 17.00000 1224.00| 13.50000 972.00| SODDING | | | 0028 703-01540 34.000 EACH| 11.25000 382.50| 11.00000 374.00| THREADED TIE BAR ASSEMBLY | | | 0029 703-03622 24.000 EACH| 12.25000 294.00| 14.00000 336.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0030 703-51030 2760.000 kg | 1.35000 3726.00| 1.70000 4692.00| REINFORCING STEEL | | | 0031 703-51032 5916.000 kg | 1.55000 9169.80| 1.80000 10648.80| REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 24.000 m3 | 625.00000 15000.00| 900.00000 21600.00| CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 4.000 EACH| 1500.00000 6000.00| 1600.00000 6400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 157.000 m | 170.00000 26690.00| 200.00000 31400.00| CONCRETE, C, RAILING | | | 0035 709-51821 LUMP| 4500.00000 4500.00| 2775.00000 2775.00| SURFACE SEAL | | | 0036 720-44296 4.000 EACH| 550.00000 2200.00| 850.00000 3400.00| CAP INLET | | | 0037 722-51401 10.000 m2 | 450.00000 4500.00| 500.00000 5000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 801.000 m2 | 46.75000 37446.75| 70.00000 56070.00| BRIDGE DECK OVERLAY | | | 0039 722-51846 12.200 m3 | 434.50000 5300.90| 434.50000 5300.90| BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 331 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,128.00 ROUTE : I-465 CALL ORDER : 331 CONTRACT ID : B -26720-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 | |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51852 198.000 m2 | 105.00000 20790.00| 125.00000 24750.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 656.000 m2 | 11.50000 7544.00| 4.00000 2624.00| SURFACE MILLING | | | 0042 724-03276 25.000 m | 525.00000 13125.00| 270.00000 6750.00| EXPANSION JOINT SEALING SYSTEM | | | 0043 728-98377 LUMP| 6500.00000 6500.00| 7250.00000 7250.00| MASONRY COATING | | | 0044 801-06203 196.000 m | 1.10000 215.60| 1.40000 274.40| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06207 1556.000 m | 3.25000 5057.00| 3.00000 4668.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06218 7.000 m | 20.00000 140.00| 18.00000 126.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0047 801-06640 28.000 EACH| 75.00000 2100.00| 65.00000 1820.00| CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 40.00000 80.00| 33.00000 66.00| CONSTRUCTION SIGN, B | | | 0049 801-06710 10.000 DAY | 44.00000 440.00| 15.00000 150.00| FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 32500.00000 32500.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0051 801-07119 12.000 m | 21.50000 258.00| 23.00000 276.00| BARRICADE, III-B | | | 0052 806-01851 LUMP| 27000.00000 27000.00| 35000.00000 35000.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0053 808-01226 7.000 EACH| 73.00000 511.00| 150.00000 1050.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0054 808-06713 416.000 m | 0.55000 228.80| 0.35000 145.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 558.000 m | 0.55000 306.90| 0.35000 195.30| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-06716 582.000 m | 1.10000 640.20| 1.30000 756.60| LINE, REMOVE | | | 0057 808-75996 7.000 EACH| 22.50000 157.50| 20.00000 140.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 331 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,128.00 ROUTE : I-465 CALL ORDER : 331 CONTRACT ID : B -26720-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 | |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 TOTALS | $ 562,369.56| $ 576,203.08| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 562,369.56| $ 576,203.08| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,034.27 ROUTE : US 52 CALL ORDER : 341 CONTRACT ID : B -26722-A COUNTIES : BOONE LETTING DATE : 06/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 370600D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 57,298.00 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 86,600.00 151.1396% 3 35-1609544 SCHUTT-LOOKABILL CO $ 98,030.10 171.0881% 4 31-1028573 CIVIL CONSTRUCTION, INC. $ 149,563.50 261.0274% ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1364963 |(3) 35-1609544 |HARVEY, GEORGE R. & SON, INC|ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 4300.00000 4300.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51328 LUMP| 13000.00000 13000.00| 7500.00000 7500.00| 13000.00000 13000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0004 619-05926 LUMP| 720.00000 720.00| 750.00000 750.00| 1180.00000 1180.00 ENVIRONMENTAL CONTROL | | | 0005 619-51860 LUMP| 3600.00000 3600.00| 3500.00000 3500.00| 4130.00000 4130.00 PAINT STEEL BRIDGE, PARTIAL | | | 0006 619-60999 LUMP| 7500.00000 7500.00| 6750.00000 6750.00| 8260.00000 8260.00 CLEAN STEEL BRIDGE, PARTIAL | | | 0007 711-51038 LUMP| 13500.00000 13500.00| 37500.00000 37500.00| 30374.00000 30374.00 STRUCTURAL STEEL | | | 0008 711-51878 LUMP| 9300.00000 9300.00| 20000.00000 20000.00| 25165.00000 25165.00 JACKING AND SUPPORTING GIRDERS | | | 0009 801-04308 3.000 EACH| 90.00000 270.00| 150.00000 450.00| 88.50000 265.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0010 801-06625 6.000 EACH| 58.00000 348.00| 100.00000 600.00| 64.90000 389.40 DETOUR ROUTE MARKER ASSEMBLY | | | 0011 801-06640 14.000 EACH| 70.00000 980.00| 100.00000 1400.00| 82.60000 1156.40 CONSTRUCTION SIGN, A | | | 0012 801-06645 9.000 EACH| 36.00000 324.00| 30.00000 270.00| 35.40000 318.60 CONSTRUCTION SIGN, B | | | 0013 801-07118 108.000 LFT | 7.00000 756.00| 10.00000 1080.00| 5.90000 637.20 BARRICADE, III-A | | | 0014 801-06775 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 8154.00000 8154.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 57,298.00| $ 86,600.00| $ 98,030.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 57,298.00| $ 86,600.00| $ 98,030.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,034.27 ROUTE : US 52 CALL ORDER : 341 CONTRACT ID : B -26722-A COUNTIES : BOONE LETTING DATE : 06/17/03 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 | | | 0002 110-01001 LUMP| 13091.00000 13091.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51328 LUMP| 1100.00000 1100.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0004 619-05926 LUMP| 1100.00000 1100.00| | ENVIRONMENTAL CONTROL | | | 0005 619-51860 LUMP| 27500.00000 27500.00| | PAINT STEEL BRIDGE, PARTIAL | | | 0006 619-60999 LUMP| 11315.00000 11315.00| | CLEAN STEEL BRIDGE, PARTIAL | | | 0007 711-51038 LUMP| 73878.00000 73878.00| | STRUCTURAL STEEL | | | 0008 711-51878 LUMP| 18090.00000 18090.00| | JACKING AND SUPPORTING GIRDERS | | | 0009 801-04308 3.000 EACH| 92.50000 277.50| | ROAD CLOSURE SIGN ASSEMBLY | | | 0010 801-06625 6.000 EACH| 87.50000 525.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0011 801-06640 14.000 EACH| 55.00000 770.00| | CONSTRUCTION SIGN, A | | | 0012 801-06645 9.000 EACH| 30.00000 270.00| | CONSTRUCTION SIGN, B | | | 0013 801-07118 108.000 LFT | 5.75000 621.00| | BARRICADE, III-A | | | 0014 801-06775 LUMP| 1026.00000 1026.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 149,563.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 149,563.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,768.00 ROUTE : SR 44 CALL ORDER : 351 CONTRACT ID : B -26726-A COUNTIES : JOHNSON LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0683012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 423,928.88 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 470,543.05 110.9957% 3 35-1609544 SCHUTT-LOOKABILL CO $ 473,277.91 111.6408% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 514,254.59 121.3068% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 577,970.88 136.3367% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1364963 |(3) 35-1609544 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO.|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| 7500.00000 7500.00| 8750.00000 8750.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1250.00000 7500.00| 1250.00000 7500.00| 1800.00000 10800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 23500.00000 23500.00| 23000.00000 23000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6750.00000 6750.00| 7000.00000 7000.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 162.000 m2 | 18.00000 2916.00| 20.00000 3240.00| 14.00000 2268.00 PAVEMENT, REMOVE | | | 0006 202-02278 203.000 m | 10.00000 2030.00| 12.00000 2436.00| 8.00000 1624.00 CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 25000.00000 25000.00| 23000.00000 23000.00| 32164.00000 32164.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 400.000 m2 | 10.00000 4000.00| 15.00000 6000.00| 7.50000 3000.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 751.000 m2 | 5.00000 3755.00| 5.00000 3755.00| 4.64000 3484.64 SURFACE MILLING, ASPHALT | | | 0010 203-02000 42.000 m3 | 30.00000 1260.00| 15.00000 630.00| 30.00000 1260.00 EXCAVATION, COMMON | | | 0011 203-51223 199.000 m3 | 15.00000 2985.00| 20.00000 3980.00| 12.00000 2388.00 EXCAVATION, WATERWAY | | | 0012 205-06937 194.000 m | 3.00000 582.00| 7.00000 1358.00| 5.56000 1078.64 TEMPORARY SILT FENCE | | | 0013 206-51220 336.100 m3 | 55.00000 18485.50| 65.00000 21846.50| 133.09000 44731.55 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,768.00 ROUTE : SR 44 CALL ORDER : 351 CONTRACT ID : B -26726-A COUNTIES : JOHNSON LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1364963 |(3) 35-1609544 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-07454 957.000 m3 | 20.00000 19140.00| 27.50000 26317.50| 24.88000 23810.16 STRUCTURE BACKFILL | | | 0015 213-52830 40.000 m3 | 75.00000 3000.00| 100.00000 4000.00| 150.00000 6000.00 FLOWABLE MORTAR | | | 0016 301-07448 172.200 Mg | 18.00000 3099.60| 24.00000 4132.80| 23.00000 3960.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-07449 17.000 Mg | 18.00000 306.00| 24.00000 408.00| 45.00000 765.00 COMPACTED AGGREGATE, NO. 73 | | | 0018 402-07434 78.000 Mg | 77.00000 6006.00| 100.00000 7800.00| 79.10000 6169.80 HMA SURFACE, TYPE C | | | 0019 402-07439 179.000 Mg | 70.00000 12530.00| 67.50000 12082.50| 73.45000 13147.55 HMA INTERMEDIATE, TYPE C | | | 0020 402-07442 10.000 Mg | 143.00000 1430.00| 150.00000 1500.00| 147.00000 1470.00 HMA BASE, TYPE C | | | 0021 406-05520 0.418 Mg | 1100.00000 459.80| 225.00000 94.05| 1130.00000 472.34 ASPHALT FOR TACK COAT | | | 0022 603-02736 9.500 m | 110.00000 1045.00| 120.00000 1140.00| 113.00000 1073.50 FENCE, WOOD, REMOVE AND RESET | | | 0023 604-06069 40.800 m2 | 40.00000 1632.00| 60.00000 2448.00| 60.00000 2448.00 CURB RAMP, CONCRETE | | | 0024 604-06070 288.700 m2 | 40.00000 11548.00| 36.00000 10393.20| 28.00000 8083.60 SIDEWALK, CONCRETE | | | 0025 605-06090 11.600 m | 75.00000 870.00| 60.00000 696.00| 50.00000 580.00 CURB, INTEGRAL, CONCRETE | | | 0026 605-06120 11.200 m | 75.00000 840.00| 45.00000 504.00| 70.00000 784.00 CURB, CONCRETE | | | 0027 605-06140 92.800 m | 80.00000 7424.00| 50.00000 4640.00| 55.00000 5104.00 CURB AND GUTTER, CONCRETE | | | 0028 610-06259 118.600 m2 | 80.00000 9488.00| 57.50000 6819.50| 74.00000 8776.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 611-05330 242.000 m2 | 50.00000 12100.00| 36.00000 8712.00| 40.00000 9680.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 616-02305 47.000 m3 | 100.00000 4700.00| 160.00000 7520.00| 140.00000 6580.00 GABIONS | | | 0033 616-02320 581.000 m2 | 3.50000 2033.50| 3.00000 1743.00| 1.70000 987.70 GEOTEXTILES | | | 0034 616-06405 280.000 Mg | 20.00000 5600.00| 24.00000 6720.00| 27.44000 7683.20 RIPRAP, REVETMENT | | | 0035 621-01004 1.000 EACH| 155.00000 155.00| 250.00000 250.00| 158.00000 158.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,768.00 ROUTE : SR 44 CALL ORDER : 351 CONTRACT ID : B -26726-A COUNTIES : JOHNSON LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1364963 |(3) 35-1609544 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06560 100.000 m2 | 2.90000 290.00| 3.00000 300.00| 2.98000 298.00 MULCHED SEEDING, U | | | 0037 621-06567 6.900 kL | 0.60000 4.14| 1.00000 6.90| 0.60000 4.14 WATER | | | 0038 621-06575 383.000 m2 | 6.00000 2298.00| 6.50000 2489.50| 6.22000 2382.26 SODDING, NURSERY | | | 0039 622-05650 20.000 EACH| 350.00000 7000.00| 350.00000 7000.00| 371.00000 7420.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0040 702-51005 76.500 m3 | 400.00000 30600.00| 400.00000 30600.00| 390.29000 29857.19 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 81.400 m3 | 400.00000 32560.00| 375.00000 30525.00| 292.85000 23837.99 CONCRETE, B, FOOTINGS | | | 0042 702-51863 14.000 EACH| 20.00000 280.00| 15.00000 210.00| 8.00000 112.00 FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 26201.000 kg | 1.20000 31441.20| 1.40000 36681.40| 1.10000 28821.10 REINFORCING STEEL | | | 0044 703-51032 6318.000 kg | 1.30000 8213.40| 1.50000 9477.00| 1.33000 8402.94 REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 181.000 m3 | 350.00000 63350.00| 475.00000 85975.00| 431.76000 78148.56 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-01268 4.100 m | 825.00000 3382.50| 1000.00000 4100.00| 1119.00000 4587.90 HANDRAIL, ALUMINUM | | | 0047 706-06349 37.400 m | 300.00000 11220.00| 300.00000 11220.00| 328.00000 12267.20 RAILING, TX | | | 0048 709-51821 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 1873.00000 1873.00 SURFACE SEAL | | | 0049 720-44000 8.000 EACH| 300.00000 2400.00| 350.00000 2800.00| 300.00000 2400.00 CASTING, ADJUST TO GRADE | | | 0050 720-44296 1.000 EACH| 500.00000 500.00| 250.00000 250.00| 200.00000 200.00 CAP INLET | | | 0051 728-98377 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2118.00000 2118.00 MASONRY COATING | | | 0052 801-04308 4.000 EACH| 154.00000 616.00| 150.00000 600.00| 130.00000 520.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 22.000 EACH| 95.00000 2090.00| 100.00000 2200.00| 28.00000 616.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 24.000 EACH| 76.00000 1824.00| 100.00000 2400.00| 57.00000 1368.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 1.000 EACH| 35.00000 35.00| 35.00000 35.00| 57.00000 57.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 351 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,768.00 ROUTE : SR 44 CALL ORDER : 351 CONTRACT ID : B -26726-A COUNTIES : JOHNSON LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1364963 |(3) 35-1609544 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06775 LUMP| 2500.00000 2500.00| 6500.00000 6500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0057 801-07118 14.400 m | 23.60000 339.84| 25.00000 360.00| 90.00000 1296.00 BARRICADE, III-A | | | 0058 802-74046 6.000 EACH| 190.00000 1140.00| 180.00000 1080.00| 85.00000 510.00 SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0059 808-03115 2.000 EACH| 120.00000 240.00| 150.00000 300.00| 113.00000 226.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 1.2 m | | | 0060 808-06609 2.000 EACH| 120.00000 240.00| 150.00000 300.00| 113.00000 226.00 PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, WORD (TRAIL) | | | 0061 808-06712 6.800 m | 11.00000 74.80| 12.00000 81.60| 4.52000 30.74 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-75100 16.800 m | 15.00000 252.00| 15.00000 252.00| 6.78000 113.90 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | 0063 808-75240 16.000 m | 4.00000 64.00| 5.00000 80.00| 8.00000 128.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0064 808-75300 50.600 m | 6.00000 303.60| 6.00000 303.60| 14.69000 743.31 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0065 610-07488 90.000 Mg | 100.00000 9000.00| 100.00000 9000.00| 102.00000 9180.00 HMA FOR APPROACHES, TYPE C | | | SECTION TOTALS | $ 423,928.88| $ 470,543.05| $ 473,277.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 423,928.88| $ 470,543.05| $ 473,277.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 351 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,768.00 ROUTE : SR 44 CALL ORDER : 351 CONTRACT ID : B -26726-A COUNTIES : JOHNSON LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 | |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 8400.00000 8400.00| 8500.00000 8500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1650.00000 9900.00| 2500.00000 15000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 28900.00000 28900.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 8675.00000 8675.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 162.000 m2 | 22.00000 3564.00| 20.00000 3240.00| PAVEMENT, REMOVE | | | 0006 202-02278 203.000 m | 16.00000 3248.00| 23.00000 4669.00| CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 23000.00000 23000.00| 83784.00000 83784.00| PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 400.000 m2 | 9.00000 3600.00| 4.50000 1800.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 751.000 m2 | 7.50000 5632.50| 6.75000 5069.25| SURFACE MILLING, ASPHALT | | | 0010 203-02000 42.000 m3 | 40.00000 1680.00| 50.00000 2100.00| EXCAVATION, COMMON | | | 0011 203-51223 199.000 m3 | 28.00000 5572.00| 25.00000 4975.00| EXCAVATION, WATERWAY | | | 0012 205-06937 194.000 m | 5.00000 970.00| 5.50000 1067.00| TEMPORARY SILT FENCE | | | 0013 206-51220 336.100 m3 | 55.00000 18485.50| 150.00000 50415.00| EXCAVATION, WET | | | 0014 211-07454 957.000 m3 | 25.00000 23925.00| 18.75000 17943.75| STRUCTURE BACKFILL | | | 0015 213-52830 40.000 m3 | 125.00000 5000.00| 140.00000 5600.00| FLOWABLE MORTAR | | | 0016 301-07448 172.200 Mg | 30.00000 5166.00| 23.00000 3960.60| COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-07449 17.000 Mg | 55.00000 935.00| 25.00000 425.00| COMPACTED AGGREGATE, NO. 73 | | | 0018 402-07434 78.000 Mg | 73.00000 5694.00| 80.00000 6240.00| HMA SURFACE, TYPE C | | | 0019 402-07439 179.000 Mg | 68.00000 12172.00| 75.00000 13425.00| HMA INTERMEDIATE, TYPE C | | | 0020 402-07442 10.000 Mg | 135.00000 1350.00| 140.00000 1400.00| HMA BASE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 351 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,768.00 ROUTE : SR 44 CALL ORDER : 351 CONTRACT ID : B -26726-A COUNTIES : JOHNSON LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 | |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 0.418 Mg | 1004.78000 420.00| 1050.00000 438.90| ASPHALT FOR TACK COAT | | | 0022 603-02736 9.500 m | 170.00000 1615.00| 100.00000 950.00| FENCE, WOOD, REMOVE AND RESET | | | 0023 604-06069 40.800 m2 | 100.00000 4080.00| 70.00000 2856.00| CURB RAMP, CONCRETE | | | 0024 604-06070 288.700 m2 | 50.00000 14435.00| 30.00000 8661.00| SIDEWALK, CONCRETE | | | 0025 605-06090 11.600 m | 85.00000 986.00| 60.00000 696.00| CURB, INTEGRAL, CONCRETE | | | 0026 605-06120 11.200 m | 90.00000 1008.00| 90.00000 1008.00| CURB, CONCRETE | | | 0027 605-06140 92.800 m | 95.00000 8816.00| 85.00000 7888.00| CURB AND GUTTER, CONCRETE | | | 0028 610-06259 118.600 m2 | 80.00000 9488.00| 70.00000 8302.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 611-05330 242.000 m2 | 86.00000 20812.00| 45.00000 10890.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 616-02305 47.000 m3 | 250.00000 11750.00| 450.00000 21150.00| GABIONS | | | 0033 616-02320 581.000 m2 | 5.00000 2905.00| 2.75000 1597.75| GEOTEXTILES | | | 0034 616-06405 280.000 Mg | 28.00000 7840.00| 20.00000 5600.00| RIPRAP, REVETMENT | | | 0035 621-01004 1.000 EACH| 145.00000 145.00| 150.00000 150.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06560 100.000 m2 | 3.00000 300.00| 3.00000 300.00| MULCHED SEEDING, U | | | 0037 621-06567 6.900 kL | 0.52000 3.59| 0.60000 4.14| WATER | | | 0038 621-06575 383.000 m2 | 6.00000 2298.00| 7.75000 2968.25| SODDING, NURSERY | | | 0039 622-05650 20.000 EACH| 335.00000 6700.00| 350.00000 7000.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0040 702-51005 76.500 m3 | 550.00000 42075.00| 650.00000 49725.00| CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 81.400 m3 | 450.00000 36630.00| 320.00000 26048.00| CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 351 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,768.00 ROUTE : SR 44 CALL ORDER : 351 CONTRACT ID : B -26726-A COUNTIES : JOHNSON LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 | |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 702-51863 14.000 EACH| 15.00000 210.00| 11.00000 154.00| FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 26201.000 kg | 1.20000 31441.20| 1.10000 28821.10| REINFORCING STEEL | | | 0044 703-51032 6318.000 kg | 1.50000 9477.00| 1.40000 8845.20| REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 181.000 m3 | 550.00000 99550.00| 400.00000 72400.00| CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-01268 4.100 m | 750.00000 3075.00| 990.00000 4059.00| HANDRAIL, ALUMINUM | | | 0047 706-06349 37.400 m | 290.00000 10846.00| 250.00000 9350.00| RAILING, TX | | | 0048 709-51821 LUMP| 1750.00000 1750.00| 2500.00000 2500.00| SURFACE SEAL | | | 0049 720-44000 8.000 EACH| 350.00000 2800.00| 550.00000 4400.00| CASTING, ADJUST TO GRADE | | | 0050 720-44296 1.000 EACH| 425.00000 425.00| 550.00000 550.00| CAP INLET | | | 0051 728-98377 LUMP| 1750.00000 1750.00| 1700.00000 1700.00| MASONRY COATING | | | 0052 801-04308 4.000 EACH| 115.00000 460.00| 130.00000 520.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 22.000 EACH| 25.00000 550.00| 30.00000 660.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 24.000 EACH| 50.00000 1200.00| 55.00000 1320.00| CONSTRUCTION SIGN, A | | | 0055 801-06645 1.000 EACH| 50.00000 50.00| 55.00000 55.00| CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 1000.00000 1000.00| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | 0057 801-07118 14.400 m | 80.00000 1152.00| 85.00000 1224.00| BARRICADE, III-A | | | 0058 802-74046 6.000 EACH| 170.00000 1020.00| 166.00000 996.00| SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0059 808-03115 2.000 EACH| 100.00000 200.00| 110.00000 220.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 1.2 m | | | 0060 808-06609 2.000 EACH| 100.00000 200.00| 110.00000 220.00| PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, WORD (TRAIL) | | | 0061 808-06712 6.800 m | 4.00000 27.20| 4.15000 28.22| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 351 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,768.00 ROUTE : SR 44 CALL ORDER : 351 CONTRACT ID : B -26726-A COUNTIES : JOHNSON LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 | |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 808-75100 16.800 m | 6.00000 100.80| 6.15000 103.32| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | 0063 808-75240 16.000 m | 7.00000 112.00| 7.15000 114.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0064 808-75300 50.600 m | 13.00000 657.80| 15.00000 759.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0065 610-07488 90.000 Mg | 90.00000 8100.00| 95.00000 8550.00| HMA FOR APPROACHES, TYPE C | | | SECTION TOTALS | $ 514,254.59| $ 577,970.88| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 514,254.59| $ 577,970.88| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,716.00 ROUTE : SR 120 CALL ORDER : 361 CONTRACT ID : B -26728-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/26/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5420003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4422410 HARPER STRUCTURES, INC. $ 597,884.79 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 613,240.08 102.5682% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 649,398.59 108.6160% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 695,098.44 116.2595% ==================================================================================================================================== |(1) 34-4422410 |(2) 35-1690004 |(3) 35-1582109 |HARPER STRUCTURES, INC. |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION 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| 6700.00000 6700.00| 15832.08000 15832.08| 22861.19000 22861.19 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 850.00000 5100.00| 1412.00000 8472.00| 2753.41000 16520.46 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 30890.00000 30890.00| 47822.72000 47822.72 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| 28000.00000 28000.00| 4713.14000 4713.14 CLEARING RIGHT OF WAY | | | 0005 202-02241 200.000 m | 10.50000 2100.00| 16.50000 3300.00| 10.50000 2100.00 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 378.00000 378.00| 1200.00000 1200.00| 780.56000 780.56 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0007 202-51330 LUMP| 67000.00000 67000.00| 51899.69000 51899.69| 24799.98000 24799.98 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 773.000 m2 | 6.00000 4638.00| 7.00000 5411.00| 2.37000 1832.01 SURFACE MILLING, ASPHALT | | | 0009 203-02000 790.000 m3 | 20.00000 15800.00| 18.00000 14220.00| 15.86000 12529.40 EXCAVATION, COMMON | | | 0010 203-02070 380.000 m3 | 23.00000 8740.00| 23.00000 8740.00| 16.89000 6418.20 BORROW | | | 0011 203-51223 472.000 m3 | 20.00000 9440.00| 10.65000 5026.80| 14.15000 6678.80 EXCAVATION, WATERWAY | | | 0012 205-06931 28.500 Mg | 35.15000 1001.78| 30.00000 855.00| 79.71000 2271.74 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 2.800 m | 26.64000 74.59| 75.00000 210.00| 26.64000 74.59 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,716.00 ROUTE : SR 120 CALL ORDER : 361 CONTRACT ID : B -26728-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4422410 |(2) 35-1690004 |(3) 35-1582109 |HARPER STRUCTURES, INC. |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06937 302.000 m | 5.26000 1588.52| 3.25000 981.50| 5.26000 1588.52 TEMPORARY SILT FENCE | | | 0015 207-07500 2430.000 m2 | 8.83000 21456.90| 5.00000 12150.00| 2.89000 7022.70 SUBGRADE TREATMENT, TYPE C | | | 0016 211-07454 14.000 m3 | 45.00000 630.00| 23.00000 322.00| 15.31000 214.34 STRUCTURE BACKFILL | | | 0017 213-52830 8.700 m3 | 200.00000 1740.00| 145.90000 1269.33| 130.09000 1131.78 FLOWABLE MORTAR | | | 0018 301-07448 1365.600 Mg | 12.80000 17479.68| 16.00000 21849.60| 12.89000 17602.58 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-06264 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 1119.00000 1119.00 PROFILOGRAPH, HMA | | | 0020 402-07432 165.700 Mg | 48.00000 7953.60| 40.00000 6628.00| 41.50000 6876.55 HMA SURFACE, TYPE A | | | 0021 402-07433 201.300 Mg | 46.00000 9259.80| 40.00000 8052.00| 41.50000 8353.95 HMA SURFACE, TYPE B | | | 0022 402-07435 63.300 Mg | 61.00000 3861.30| 36.00000 2278.80| 56.00000 3544.80 HMA INTERMEDIATE, TYPE A | | | 0023 402-07438 270.000 Mg | 42.00000 11340.00| 36.00000 9720.00| 35.00000 9450.00 HMA INTERMEDIATE, TYPE B | | | 0024 402-07440 383.500 Mg | 38.00000 14573.00| 35.00000 13422.50| 30.25000 11600.88 HMA BASE, TYPE A | | | 0025 402-07441 705.000 Mg | 38.00000 26790.00| 35.00000 24675.00| 30.25000 21326.25 HMA BASE, TYPE B | | | 0026 404-05511 1421.000 m2 | 1.70000 2415.70| 6.00000 8526.00| 4.20000 5968.20 SEAL COAT, 2 | | | 0027 405-05518 1843.000 m2 | 1.00000 1843.00| 0.25000 460.75| 0.50000 921.50 ASPHALT FOR PRIME COAT | | | 0028 406-05521 4070.000 m2 | 0.10000 407.00| 0.10000 407.00| 0.10000 407.00 ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1260.00000 5040.00| 1200.00000 4800.00| 1260.00000 5040.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01848 1.000 EACH| 1620.00000 1620.00| 1700.00000 1700.00| 1620.00000 1620.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0031 601-94689 3.000 EACH| 1925.00000 5775.00| 1900.00000 5700.00| 1925.00000 5775.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 104.775 m | 31.00000 3248.03| 28.00000 2933.70| 31.00000 3248.03 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 6.000 EACH| 5.00000 30.00| 5.00000 30.00| 7.00000 42.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,716.00 ROUTE : SR 120 CALL ORDER : 361 CONTRACT ID : B -26728-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4422410 |(2) 35-1690004 |(3) 35-1582109 |HARPER STRUCTURES, INC. |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 610-06259 226.500 m2 | 56.00000 12684.00| 56.55000 12808.58| 53.20000 12049.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0035 611-06497 4.000 EACH| 180.25000 721.00| 129.00000 516.00| 175.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 26.000 EACH| 110.00000 2860.00| 121.53000 3159.78| 110.00000 2860.00 RIGHT OF WAY MARKER | | | 0037 615-06500 4.000 EACH| 468.07000 1872.28| 245.00000 980.00| 465.00000 1860.00 MONUMENT, A | | | 0038 615-06510 1.000 EACH| 429.99000 429.99| 290.00000 290.00| 440.00000 440.00 MONUMENT, C | | | 0039 615-06527 1.000 EACH| 506.43000 506.43| 320.00000 320.00| 445.00000 445.00 MONUMENT, SECTION CORNER | | | 0040 616-02320 931.000 m2 | 2.50000 2327.50| 2.93000 2727.83| 1.97000 1834.07 GEOTEXTILES | | | 0041 616-06405 676.000 Mg | 18.50000 12506.00| 28.15000 19029.40| 40.56000 27418.56 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 0.500 Mg | 681.00000 340.50| 681.00000 340.50| 681.00000 340.50 FERTILIZER | | | 0044 621-06548 3.500 kg | 55.00000 192.50| 55.00000 192.50| 55.00000 192.50 SEED MIXTURE, CV | | | 0045 621-06553 100.000 kg | 7.16000 716.00| 7.16000 716.00| 7.16000 716.00 SEED MIXTURE, R | | | 0046 621-06565 2.400 Mg | 519.00000 1245.60| 519.00000 1245.60| 519.00000 1245.60 MULCHING MATERIAL | | | 0047 621-06567 8.500 kL | 0.55000 4.68| 0.55000 4.68| 0.55000 4.68 WATER | | | 0048 621-06574 473.500 m2 | 6.92000 3276.62| 6.92000 3276.62| 6.92000 3276.62 SODDING | | | 0049 622-52436 3.000 EACH| 25.00000 75.00| 25.00000 75.00| 25.00000 75.00 SIGN, DO NOT MOW OR SPRAY | | | 0050 622-91786 100.000 EACH| 9.45000 945.00| 9.45000 945.00| 9.45000 945.00 SEEDLING | | | 0051 622-98200 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 25.00000 50.00 SIGN, DO NOT DISTURB | | | 0052 701-51157 82.800 m | 85.00000 7038.00| 244.85000 20273.58| 252.25000 20886.30 PILE, STEEL SHELL, EPOXY COATED, 356 mm | | | 0053 701-96089 403.800 m | 65.00000 26247.00| 92.95000 37533.21| 154.18000 62257.88 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,716.00 ROUTE : SR 120 CALL ORDER : 361 CONTRACT ID : B -26728-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4422410 |(2) 35-1690004 |(3) 35-1582109 |HARPER STRUCTURES, INC. |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 703-51030 17361.000 kg | 1.10000 19097.10| 1.40000 24305.40| 1.25000 21701.25 REINFORCING STEEL | | | 0055 703-51032 19095.000 kg | 1.20000 22914.00| 1.54000 29406.30| 1.49000 28451.55 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 284.800 m3 | 500.00000 142400.00| 400.00000 113920.00| 545.69000 155412.51 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1200.00000 4800.00| 1458.25000 5833.00| 1706.35000 6825.40 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 16.100 m3 | 475.00000 7647.50| 600.00000 9660.00| 636.74000 10251.51 CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 3353.21000 3353.21| 2475.00000 2475.00| 3500.00000 3500.00 SURFACE SEAL | | | 0060 715-05169 53.000 m | 73.00000 3869.00| 64.50000 3418.50| 83.90000 4446.70 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05218 50.500 m | 73.00000 3686.50| 66.00000 3333.00| 84.32000 4258.16 PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0062 715-46005 8.000 EACH| 95.00000 760.00| 280.00000 2240.00| 255.04000 2040.32 PIPE END SECTION, 375 mm | | | 0063 801-04308 9.000 EACH| 225.00000 2025.00| 225.00000 2025.00| 225.00000 2025.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06625 30.000 EACH| 89.00000 2670.00| 89.00000 2670.00| 89.00000 2670.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 20.000 EACH| 92.00000 1840.00| 92.00000 1840.00| 92.00000 1840.00 CONSTRUCTION SIGN, A | | | 0066 801-07118 8.000 m | 26.00000 208.00| 26.00000 208.00| 26.00000 208.00 BARRICADE, III-A | | | 0067 801-07119 8.000 m | 28.00000 224.00| 28.00000 224.00| 28.00000 224.00 BARRICADE, III-B | | | 0068 802-05701 3.500 m | 37.80000 132.30| 24.60000 86.10| 37.80000 132.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-07059 1.000 EACH| 110.00000 110.00| 54.00000 54.00| 110.00000 110.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0070 802-76025 0.465 m2 | 230.49000 107.18| 150.00000 69.75| 235.51000 109.51 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0071 804-76350 2.000 EACH| 22.00000 44.00| 10.00000 20.00| 22.00000 44.00 DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0072 808-06712 94.000 m | 1.00000 94.00| 1.00000 94.00| 0.82000 77.08 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0073 808-06713 750.000 m | 1.00000 750.00| 1.00000 750.00| 0.82000 615.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,716.00 ROUTE : SR 120 CALL ORDER : 361 CONTRACT ID : B -26728-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4422410 |(2) 35-1690004 |(3) 35-1582109 |HARPER STRUCTURES, INC. |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-06714 506.000 m | 1.00000 506.00| 1.00000 506.00| 0.82000 414.92 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-75996 43.000 EACH| 15.00000 645.00| 5.00000 215.00| 16.00000 688.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 44.000 EACH| 60.00000 2640.00| 60.00000 2640.00| 50.00000 2200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 597,884.79| $ 613,240.08| $ 649,398.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 597,884.79| $ 613,240.08| $ 649,398.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,716.00 ROUTE : SR 120 CALL ORDER : 361 CONTRACT ID : B -26728-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 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 REPLACEMENT | | | 0001 105-06845 LUMP| 6381.00000 6381.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1666.71000 10000.26| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35488.16000 35488.16| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4287.00000 4287.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 200.000 m | 12.00000 2400.00| | GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 734.27000 734.27| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0007 202-51330 LUMP| 78503.36000 78503.36| | PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 773.000 m2 | 5.31000 4104.63| | SURFACE MILLING, ASPHALT | | | 0009 203-02000 790.000 m3 | 16.20000 12798.00| | EXCAVATION, COMMON | | | 0010 203-02070 380.000 m3 | 17.02000 6467.60| | BORROW | | | 0011 203-51223 472.000 m3 | 19.46000 9185.12| | EXCAVATION, WATERWAY | | | 0012 205-06931 28.500 Mg | 71.97000 2051.15| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 2.800 m | 26.64000 74.59| | TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06937 302.000 m | 5.26000 1588.52| | TEMPORARY SILT FENCE | | | 0015 207-07500 2430.000 m2 | 11.62000 28236.60| | SUBGRADE TREATMENT, TYPE C | | | 0016 211-07454 14.000 m3 | 76.36000 1069.04| | STRUCTURE BACKFILL | | | 0017 213-52830 8.700 m3 | 141.60000 1231.92| | FLOWABLE MORTAR | | | 0018 301-07448 1365.600 Mg | 13.34000 18217.10| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-06264 LUMP| 1119.00000 1119.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,716.00 ROUTE : SR 120 CALL ORDER : 361 CONTRACT ID : B -26728-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-07432 165.700 Mg | 41.50000 6876.55| | HMA SURFACE, TYPE A | | | 0021 402-07433 201.300 Mg | 41.50000 8353.95| | HMA SURFACE, TYPE B | | | 0022 402-07435 63.300 Mg | 56.00000 3544.80| | HMA INTERMEDIATE, TYPE A | | | 0023 402-07438 270.000 Mg | 35.00000 9450.00| | HMA INTERMEDIATE, TYPE B | | | 0024 402-07440 383.500 Mg | 30.25000 11600.88| | HMA BASE, TYPE A | | | 0025 402-07441 705.000 Mg | 30.25000 21326.25| | HMA BASE, TYPE B | | | 0026 404-05511 1421.000 m2 | 4.20000 5968.20| | SEAL COAT, 2 | | | 0027 405-05518 1843.000 m2 | 0.50000 921.50| | ASPHALT FOR PRIME COAT | | | 0028 406-05521 4070.000 m2 | 0.10000 407.00| | ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01848 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0031 601-94689 3.000 EACH| 1900.00000 5700.00| | GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 104.775 m | 28.00000 2933.70| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 6.000 EACH| 5.00000 30.00| | BARRIER DELINEATOR | | | 0034 610-06259 226.500 m2 | 67.38000 15261.57| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0035 611-06497 4.000 EACH| 129.00000 516.00| | MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 26.000 EACH| 115.00000 2990.00| | RIGHT OF WAY MARKER | | | 0037 615-06500 4.000 EACH| 440.00000 1760.00| | MONUMENT, A | | | 0038 615-06510 1.000 EACH| 345.00000 345.00| | MONUMENT, C | | | 0039 615-06527 1.000 EACH| 345.00000 345.00| | MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,716.00 ROUTE : SR 120 CALL ORDER : 361 CONTRACT ID : B -26728-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 616-02320 931.000 m2 | 2.13000 1983.03| | GEOTEXTILES | | | 0041 616-06405 676.000 Mg | 31.90000 21564.40| | RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 650.00000 1300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 0.500 Mg | 681.00000 340.50| | FERTILIZER | | | 0044 621-06548 3.500 kg | 55.00000 192.50| | SEED MIXTURE, CV | | | 0045 621-06553 100.000 kg | 7.16000 716.00| | SEED MIXTURE, R | | | 0046 621-06565 2.400 Mg | 519.00000 1245.60| | MULCHING MATERIAL | | | 0047 621-06567 8.500 kL | 0.55000 4.68| | WATER | | | 0048 621-06574 473.500 m2 | 6.92000 3276.62| | SODDING | | | 0049 622-52436 3.000 EACH| 25.00000 75.00| | SIGN, DO NOT MOW OR SPRAY | | | 0050 622-91786 100.000 EACH| 9.45000 945.00| | SEEDLING | | | 0051 622-98200 2.000 EACH| 25.00000 50.00| | SIGN, DO NOT DISTURB | | | 0052 701-51157 82.800 m | 278.69000 23075.53| | PILE, STEEL SHELL, EPOXY COATED, 356 mm | | | 0053 701-96089 403.800 m | 91.95000 37129.41| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0054 703-51030 17361.000 kg | 0.82000 14236.02| | REINFORCING STEEL | | | 0055 703-51032 19095.000 kg | 0.99000 18904.05| | REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 284.800 m3 | 699.55000 199231.84| | CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1000.00000 4000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 16.100 m3 | 345.00000 5554.50| | CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 3876.30000 3876.30| | SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 361 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,716.00 ROUTE : SR 120 CALL ORDER : 361 CONTRACT ID : B -26728-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05169 53.000 m | 84.15000 4459.95| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05218 50.500 m | 87.32000 4409.66| | PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0062 715-46005 8.000 EACH| 505.72000 4045.76| | PIPE END SECTION, 375 mm | | | 0063 801-04308 9.000 EACH| 225.00000 2025.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06625 30.000 EACH| 89.00000 2670.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 20.000 EACH| 92.00000 1840.00| | CONSTRUCTION SIGN, A | | | 0066 801-07118 8.000 m | 26.00000 208.00| | BARRICADE, III-A | | | 0067 801-07119 8.000 m | 28.00000 224.00| | BARRICADE, III-B | | | 0068 802-05701 3.500 m | 24.60000 86.10| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-07059 1.000 EACH| 214.63000 214.63| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0070 802-76025 0.465 m2 | 151.61000 70.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0071 804-76350 2.000 EACH| 214.64000 429.28| | DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0072 808-06712 94.000 m | 1.00000 94.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0073 808-06713 750.000 m | 1.00000 750.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 506.000 m | 1.00000 506.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-75996 43.000 EACH| 92.02000 3956.86| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 44.000 EACH| 60.00000 2640.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 695,098.44| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 695,098.44| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/18/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9920066 9920017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 10,045,537.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 10,546,890.54 104.9908% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 10,802,754.73 107.5378% 4 35-1489621 HRP CONSTRUCTION, INC. $ 11,175,388.70 111.2473% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION AND ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 151729.18000 151729.18| 50000.00000 50000.00| 180210.51000 180210.51 CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 1245.00000 22410.00| 2000.00000 36000.00| 3925.89000 70666.02 FIELD OFFICE, C | | | 0003 108-01614 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 13925.61000 13925.61 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 527220.00000 527220.00| 500000.00000 500000.00| 536204.23000 536204.23 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 50000.00000 50000.00| 20000.00000 20000.00| 40407.73000 40407.73 CLEARING RIGHT OF WAY | | | 0006 202-02240 15604.000 SYS | 11.00000 171644.00| 5.00000 78020.00| 7.81000 121867.24 PAVEMENT, REMOVE | | | 0007 202-02278 8564.000 LFT | 1.50000 12846.00| 4.00000 34256.00| 2.38000 20382.32 CURB, CONCRETE, REMOVE | | | 0008 202-52710 3330.000 SYS | 2.25000 7492.50| 5.00000 16650.00| 3.96000 13186.80 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 1858.000 SYS | 3.00000 5574.00| 6.00000 11148.00| 2.67000 4960.86 SURFACE MILLING, ASPHALT | | | 0010 202-74045 30.000 EACH| 7.80000 234.00| 30.00000 900.00| 7.80000 234.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-91385 21.000 EACH| 175.00000 3675.00| 600.00000 12600.00| 137.43000 2886.03 INLET, REMOVE | | | 0012 202-93047 28.000 EACH| 175.00000 4900.00| 600.00000 16800.00| 239.59000 6708.52 MANHOLE, REMOVE | | | 0013 202-96133 12054.000 LFT | 4.00000 48216.00| 5.00000 60270.00| 3.01000 36282.54 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-96632 2.000 EACH| 1000.00000 2000.00| 1200.00000 2400.00| 1000.00000 2000.00 TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0015 203-02000 49421.000 CYS | 11.00000 543631.00| 13.00000 642473.00| 7.62000 376588.02 EXCAVATION, COMMON | | | 0016 205-06932 216.000 LFT | 8.00000 1728.00| 25.00000 5400.00| 8.00000 1728.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 14.000 EACH| 55.00000 770.00| 55.00000 770.00| 55.00000 770.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06936 13.080 TON | 45.00000 588.60| 100.00000 1308.00| 49.06000 641.70 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 2686.000 LFT | 1.32000 3545.52| 3.00000 8058.00| 1.32000 3545.52 TEMPORARY SILT FENCE | | | 0020 206-51220 2418.000 CYS | 36.90000 89224.20| 13.00000 31434.00| 14.97000 36197.46 EXCAVATION, WET | | | 0021 206-51225 9193.000 CYS | 9.20000 84575.60| 13.33000 122542.69| 9.17000 84299.81 EXCAVATION, DRY | | | 0022 207-07498 14958.000 SYS | 4.75000 71050.50| 4.00000 59832.00| 5.36000 80174.88 SUBGRADE TREATMENT, TYPE A | | | 0023 210-07314 650.000 LFT | 61.00000 39650.00| 120.00000 78000.00| 51.82000 33683.00 FORCE MAIN DUCTILE IRON, 16 IN. | | | 0024 210-07314 380.000 LFT | 95.00000 36100.00| 160.00000 60800.00| 91.15000 34637.00 FORCE MAIN DUCTILE IRON, 24 IN. | | | 0025 211-02050 5735.000 CYS | 1.50000 8602.50| 0.01000 57.35| 19.06000 109309.10 B BORROW | | | 0026 211-06467 1770.000 CYS | 46.10000 81597.00| 32.00000 56640.00| 42.41000 75065.70 AGGREGATE FOR END BENT BACKFILL | | | 0027 211-07454 6813.000 CYS | 18.20000 123996.60| 0.01000 68.13| 20.43000 139189.59 STRUCTURE BACKFILL | | | 0028 301-07448 2345.000 TON | 16.00000 37520.00| 30.00000 70350.00| 20.54000 48166.30 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-01180 9852.000 TON | 18.00000 177336.00| 29.47000 290338.44| 28.56000 281373.12 COMPACTED AGGREGATE, NO. 53 | | | 0030 303-92491 6823.000 TON | 19.70000 134413.10| 40.00000 272920.00| 41.68000 284382.64 BALLAST | | | 0031 304-07489 6.000 TON | 75.00000 450.00| 91.51000 549.06| 85.00000 510.00 HMA PATCHING, TYPE A | | | 0032 401-07332 575.000 TON | 45.00000 25875.00| 55.00000 31625.00| 40.00000 23000.00 QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0033 401-07333 1305.000 TON | 45.00000 58725.00| 45.00000 58725.00| 42.00000 54810.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0034 401-07401 701.000 TON | 37.00000 25937.00| 46.00000 32246.00| 34.00000 23834.00 QC/QA-HMA, 1, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-07402 2042.000 TON | 37.00000 75554.00| 36.00000 73512.00| 34.00000 69428.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0036 401-07422 1403.000 TON | 32.50000 45597.50| 45.00000 63135.00| 36.00000 50508.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0037 401-07423 5275.000 TON | 32.50000 171437.50| 40.00000 211000.00| 30.00000 158250.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0038 401-07429 1421.000 TON | 38.00000 53998.00| 11.00000 15631.00| 37.00000 52577.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0039 401-91826 12300.000 SFT | 6.45000 79335.00| 5.00000 61500.00| 1.96000 24108.00 ASPHALT PLANK | | | 0040 402-07432 16.000 TON | 45.00000 720.00| 85.00000 1360.00| 90.00000 1440.00 HMA SURFACE, TYPE A | | | 0041 406-05520 16.000 TON | 100.00000 1600.00| 800.00000 12800.00| 150.00000 2400.00 ASPHALT FOR TACK COAT | | | 0042 603-99319 610.000 LFT | 22.00000 13420.00| 20.00000 12200.00| 20.00000 12200.00 FENCE, CHAIN LINK, 84 IN. | | | 0044 604-06069 505.000 SYS | 36.00000 18180.00| 35.05000 17700.25| 35.82000 18089.10 CURB RAMP, CONCRETE | | | 0045 604-44251 14.120 CYS | 1160.00000 16379.20| 1193.73000 16855.47| 1457.83000 20584.56 STEPS, CONCRETE | | | 0046 604-91531 3494.000 SYS | 26.00000 90844.00| 37.58000 131304.52| 23.47000 82004.18 SIDEWALK, CONCRETE, 4 IN. | | | 0047 605-06140 73.000 LFT | 13.00000 949.00| 25.00000 1825.00| 12.25000 894.25 CURB AND GUTTER, CONCRETE TYPE III | | | 0048 605-06150 7224.000 LFT | 10.00000 72240.00| 13.00000 93912.00| 17.09000 123458.16 CURB AND GUTTER, C, CONCRETE | | | 0049 605-06205 94.000 LFT | 11.00000 1034.00| 21.00000 1974.00| 31.12000 2925.28 CENTER CURB, B, CONCRETE | | | 0050 605-06210 195.000 LFT | 45.00000 8775.00| 90.00000 17550.00| 20.67000 4030.65 CENTER CURB, C, CONCRETE | | | 0051 610-07486 460.000 TON | 50.00000 23000.00| 60.00000 27600.00| 45.00000 20700.00 HMA FOR APPROACHES, TYPE A | | | 0052 611-05330 1483.000 SYS | 34.00000 50422.00| 40.00000 59320.00| 32.10000 47604.30 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0053 614-92148 3215.000 LFT | 192.80000 619852.00| 49.00000 157535.00| 65.72000 211289.80 RAILROAD TRACK | | | 0054 616-02320 669.000 SYS | 3.50000 2341.50| 5.00000 3345.00| 1.71000 1143.99 GEOTEXTILES | | | 0055 616-06405 9.000 TON | 45.00000 405.00| 100.00000 900.00| 35.86000 322.74 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-02363 16390.000 SYS | 0.25000 4097.50| 0.25000 4097.50| 0.25000 4097.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0057 621-06560 10000.000 SYS | 0.38000 3800.00| 0.38000 3800.00| 0.38000 3800.00 MULCHED SEEDING, U | | | 0058 621-06570 958.000 CYS | 45.00000 43110.00| 25.00000 23950.00| 22.94000 21976.52 TOP SOIL | | | 0059 621-06575 8628.000 SYS | 2.82000 24330.96| 2.82000 24330.96| 2.82000 24330.96 SODDING, NURSERY | | | 0060 621-98038 30.000 CYS | 59.50000 1785.00| 59.50000 1785.00| 59.50000 1785.00 MULCH, HARDWOOD SHREDDED BARK | | | 0061 622-04990 330.000 LFT | 5.76000 1900.80| 5.76000 1900.80| 5.76000 1900.80 LANDSCAPE EDGING , STEEL | | | 0062 622-05621 38.000 EACH| 152.00000 5776.00| 152.00000 5776.00| 152.00000 5776.00 PLANT, BROADLEAF EVERGREEN, SPREADING, | | | SEMISPREADING, OVER 24 TO 30 IN. | | | 0063 622-05627 25.000 EACH| 598.00000 14950.00| 598.00000 14950.00| 598.00000 14950.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 96 IN. | | | 0064 622-05641 55.000 EACH| 87.00000 4785.00| 87.00000 4785.00| 87.00000 4785.00 PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0065 622-05647 15.000 EACH| 950.00000 14250.00| 950.00000 14250.00| 950.00000 14250.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 120 IN. | | | 0066 622-05650 13.000 EACH| 300.00000 3900.00| 300.00000 3900.00| 300.00000 3900.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0067 622-05651 5.000 EACH| 696.00000 3480.00| 696.00000 3480.00| 696.00000 3480.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0068 622-05654 90.000 EACH| 16.50000 1485.00| 16.50000 1485.00| 16.50000 1485.00 PLANT, PERENNIAL | | | 0069 701-01739 1.000 EACH| 17670.00000 17670.00| 26000.00000 26000.00| 8000.00000 8000.00 STATIC PILE LOAD TEST | | | 0070 701-01849 17622.000 LFT | 27.80000 489891.60| 26.00000 458172.00| 39.79000 701179.38 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0071 701-06011 6.000 EACH| 2940.00000 17640.00| 1500.00000 9000.00| 5000.00000 30000.00 DYNAMIC PILE LOAD TEST | | | 0072 701-06012 6.000 EACH| 500.00000 3000.00| 1000.00000 6000.00| 403.10000 2418.60 TEST PILE, RESTRIKE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 702-51005 771.900 CYS | 350.00000 270165.00| 450.00000 347355.00| 474.44000 366220.24 CONCRETE, A, SUBSTRUCTURE | | | 0074 702-51015 822.300 CYS | 250.00000 205575.00| 450.00000 370035.00| 212.30000 174574.29 CONCRETE, B, FOOTINGS | | | 0075 702-94139 311.500 CYS | 325.00000 101237.50| 550.00000 171325.00| 879.05000 273824.08 CONCRETE, A, ABOVE FOOTINGS | | | 0076 703-01540 66.000 EACH| 31.50000 2079.00| 13.00000 858.00| 27.69000 1827.54 THREADED TIE BAR ASSEMBLY | | | 0077 703-51030 153498.000 LBS | 0.41000 62934.18| 0.60000 92098.80| 0.54000 82888.92 REINFORCING STEEL | | | 0078 704-03131 197.000 LFT | 34.60000 6816.20| 60.00000 11820.00| 34.18000 6733.46 DECK DRAIN, HALF ROUND, 8 IN. | | | 0079 706-91664 1330.000 LFT | 115.60000 153748.00| 85.00000 113050.00| 20.00000 26600.00 PIPE RAILING | | | 0080 709-07110 25700.000 SFT | 2.35000 60395.00| 3.00000 77100.00| 2.70000 69390.00 SEAL COAT, GRAFFITI RESISTANT | | | 0081 709-51821 LUMP| 3455.00000 3455.00| 2000.00000 2000.00| 1500.00000 1500.00 SURFACE SEAL | | | 0082 711-04121 32.000 EACH| 69.50000 2224.00| 125.00000 4000.00| 31.91000 1021.12 ANCHOR BOLT, AB1 | | | 0083 711-51038 LUMP| 1086910.20000 1086910.20| 1304778.47000 1304778.47| 1403262.36000 1403262.36 STRUCTURAL STEEL | | | 0084 714-04802 1961.000 SYS | 87.27000 171136.47| 200.00000 392200.00| 107.79000 211376.19 CONCRETE MODULAR BLOCK WALL | | | 0085 714-05562 1157.000 SFT | 52.00000 60164.00| 100.00000 115700.00| 112.03000 129618.71 RETAINING WALL , TANGENT AUGER CAST PILE| | | 0086 714-96642 LUMP| 681770.00000 681770.00| 842299.60000 842299.60| 1040922.49000 1040922.49 TEMPORARY RETAINING WALL | | | 0087 715-05024 602.000 LFT | 77.00000 46354.00| 60.00000 36120.00| 76.96000 46329.92 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0088 715-05048 3531.000 LFT | 4.50000 15889.50| 6.00000 21186.00| 11.84000 41807.04 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0089 715-05049 17.000 LFT | 45.00000 765.00| 5.00000 85.00| 17.88000 303.96 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0090 715-05118 63.000 LFT | 30.00000 1890.00| 14.00000 882.00| 29.07000 1831.41 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0091 715-05148 46.000 LFT | 28.00000 1288.00| 15.00000 690.00| 29.01000 1334.46 PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0092 715-05149 1957.000 LFT | 30.00000 58710.00| 18.00000 35226.00| 30.82000 60314.74 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0093 715-05151 499.000 LFT | 35.00000 17465.00| 18.00000 8982.00| 41.64000 20778.36 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 715-05152 292.000 LFT | 40.00000 11680.00| 17.00000 4964.00| 36.58000 10681.36 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0095 715-05154 1055.000 LFT | 50.00000 52750.00| 25.00000 26375.00| 45.46000 47960.30 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0096 715-05156 173.000 LFT | 57.00000 9861.00| 38.00000 6574.00| 62.46000 10805.58 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0097 715-05159 1585.000 LFT | 110.00000 174350.00| 80.00000 126800.00| 108.16000 171433.60 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0098 715-05168 1699.000 LFT | 28.00000 47572.00| 14.00000 23786.00| 26.59000 45176.41 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0099 715-05408 1704.000 LFT | 33.00000 56232.00| 28.00000 47712.00| 22.55000 38425.20 PIPE, SANITARY SEWER, 8 IN. | | | 0100 715-05411 800.000 LFT | 45.00000 36000.00| 36.00000 28800.00| 26.13000 20904.00 PIPE, SANITARY SEWER, 12 IN. | | | 0101 715-05413 765.000 LFT | 60.00000 45900.00| 58.00000 44370.00| 36.59000 27991.35 PIPE, SANITARY SEWER, 18 IN. | | | 0102 715-05711 2400.000 LFT | 36.00000 86400.00| 17.00000 40800.00| 20.86000 50064.00 PIPE, SANITARY SEWER, 6 IN. , LATERAL | | | 0103 715-90548 LUMP| 240000.00000 240000.00| 425000.00000 425000.00| 255834.56000 255834.56 STORMWATER LIFT STATION | | | 0104 715-96669 775.000 LFT | 45.00000 34875.00| 60.00000 46500.00| 50.55000 39176.25 WATER MAIN, DUCTILE IRON, 16 IN. | | | 0105 715-97737 LUMP| 30000.00000 30000.00| 10000.00000 10000.00| 13413.50000 13413.50 SANITARY SEWER RECONSTRUCTION | | | 0106 716-04832 184.000 LFT | 325.00000 59800.00| 200.00000 36800.00| 287.68000 52933.12 PIPE CASING, 22 IN., JACK AND BORE | | | 0107 716-04832 126.000 LFT | 435.00000 54810.00| 250.00000 31500.00| 398.01000 50149.26 PIPE CASING, 24 IN. JACK AND BORE | | | 0108 716-04832 150.000 LFT | 435.00000 65250.00| 300.00000 45000.00| 146.73000 22009.50 PIPE CASING, 30 IN., JACK AND BORE | | | 0109 716-04832 140.000 LFT | 470.00000 65800.00| 250.00000 35000.00| 444.92000 62288.80 PIPE CASING, 42 IN., JACK AND BORE | | | 0110 716-04832 125.000 LFT | 1200.00000 150000.00| 500.00000 62500.00| 1104.41000 138051.25 PIPE CASING, 54 IN., JACK AND BORE | | | 0111 718-52610 318.200 CYS | 35.00000 11137.00| 20.15000 6411.73| 58.13000 18496.97 AGGREGATE FOR UNDERDRAINS | | | 0112 718-99153 3861.000 SYS | 2.50000 9652.50| 1.00000 3861.00| 1.33000 5135.13 GEOTEXTILES FOR UNDERDRAIN | | | 0113 720-01894 3.000 EACH| 725.00000 2175.00| 425.00000 1275.00| 196.63000 589.89 CASTING, FURNISH AND ADJUST TO GRADE | | | 0114 720-03194 16.000 EACH| 2200.00000 35200.00| 4600.00000 73600.00| 2209.34000 35349.44 MANHOLE , SANITARY, 4 FT. DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 720-03194 1.000 EACH| 4400.00000 4400.00| 12800.00000 12800.00| 3862.53000 3862.53 MANHOLE , SANITARY, 6 FT. DIA. | | | 0116 720-45030 1.000 EACH| 1000.00000 1000.00| 2100.00000 2100.00| 1203.66000 1203.66 INLET, E7 | | | 0117 720-45035 3.000 EACH| 1000.00000 3000.00| 2200.00000 6600.00| 1205.47000 3616.41 INLET, F7 | | | 0118 720-45040 2.000 EACH| 3100.00000 6200.00| 3500.00000 7000.00| 3120.26000 6240.52 INLET, G7 | | | 0119 720-45045 9.000 EACH| 1250.00000 11250.00| 2400.00000 21600.00| 1496.11000 13464.99 INLET, J10 | | | 0120 720-45055 4.000 EACH| 1250.00000 5000.00| 2425.00000 9700.00| 1496.05000 5984.20 INLET, M10 | | | 0121 720-45155 1.000 EACH| 1600.00000 1600.00| 2600.00000 2600.00| 1858.17000 1858.17 INLET, M10, MODIFIED | | | 0122 720-45250 23.000 EACH| 1900.00000 43700.00| 2700.00000 62100.00| 1704.14000 39195.22 CATCH BASIN, K10 | | | 0123 720-45275 7.000 EACH| 1000.00000 7000.00| 2100.00000 14700.00| 1159.93000 8119.51 PIPE CATCH BASIN, 24 IN. | | | 0124 720-45410 12.000 EACH| 2250.00000 27000.00| 2600.00000 31200.00| 1955.60000 23467.20 MANHOLE, C4 | | | 0125 720-93501 6.000 EACH| 10000.00000 60000.00| 10000.00000 60000.00| 7169.45000 43016.70 MANHOLE, L4 | | | 0126 720-94612 11.000 EACH| 6300.00000 69300.00| 5900.00000 64900.00| 4645.10000 51096.10 MANHOLE, K4 | | | 0127 720-97958 1.000 EACH| 5600.00000 5600.00| 5300.00000 5300.00| 4646.86000 4646.86 MANHOLE, K2 | | | 0128 720-98174 2.000 EACH| 2150.00000 4300.00| 3600.00000 7200.00| 1980.71000 3961.42 INLET, B15 | | | 0129 720-98555 1.000 EACH| 2150.00000 2150.00| 3625.00000 3625.00| 1979.76000 1979.76 INLET, C15 | | | 0130 720-99416 2.000 EACH| 2350.00000 4700.00| 3800.00000 7600.00| 2208.36000 4416.72 CATCH BASIN, B15 | | | 0131 720-99417 3.000 EACH| 2350.00000 7050.00| 3900.00000 11700.00| 2209.21000 6627.63 CATCH BASIN, C15 | | | 0133 731-93946 17652.000 SFT | 11.95000 210941.40| 5.00000 88260.00| 12.25000 216237.00 WALL ERECTION | | | 0134 731-93947 2293.000 LFT | 16.55000 37949.15| 20.00000 45860.00| 31.70000 72688.10 LEVELING PAD, CONCRETE | | | 0135 732-01898 712.000 LFT | 32.00000 22784.00| 44.00000 31328.00| 36.74000 26158.88 WATER MAIN, DUCTILE IRON, 10 IN. | | | 0136 732-01913 22.000 EACH| 100.00000 2200.00| 100.00000 2200.00| 542.36000 11931.92 CLEANOUT, PVC, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 732-02532 10.000 EACH| 925.00000 9250.00| 900.00000 9000.00| 969.01000 9690.10 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0138 732-02533 4.000 EACH| 1350.00000 5400.00| 1500.00000 6000.00| 1595.17000 6380.68 VALVE WITH BOX RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0139 732-04926 2.000 EACH| 1800.00000 3600.00| 2400.00000 4800.00| 3025.19000 6050.38 VALVE WITH BOX, RESTRAINED, BUTTERFLY, | | | DUCTILE | | | 0140 732-04926 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1274.27000 5097.08 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON | | | 0141 732-05923 2400.000 LFT | 10.00000 24000.00| 7.50000 18000.00| 3.57000 8568.00 WATER SERVICE LINE, 1 IN. K, COPPER | | | 0142 732-91738 20.000 LFT | 28.00000 560.00| 30.00000 600.00| 110.79000 2215.80 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0143 732-91739 2041.000 LFT | 28.00000 57148.00| 40.00000 81640.00| 31.64000 64577.24 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0144 732-93357 7.000 EACH| 2300.00000 16100.00| 2300.00000 16100.00| 2615.44000 18308.08 FIRE HYDRANT ASSEMBLY, III | | | 0145 732-94780 55.000 EACH| 300.00000 16500.00| 330.00000 18150.00| 178.03000 9791.65 WATER SERVICE CONNECTION | | | 0146 732-96670 968.000 LFT | 36.00000 34848.00| 52.00000 50336.00| 41.13000 39813.84 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0147 732-97009 5.000 EACH| 150.00000 750.00| 700.00000 3500.00| 277.20000 1386.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0148 801-04308 8.000 EACH| 290.00000 2320.00| 250.00000 2000.00| 290.00000 2320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0149 801-06625 51.000 EACH| 98.00000 4998.00| 100.00000 5100.00| 98.00000 4998.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0150 801-06640 36.000 EACH| 189.00000 6804.00| 200.00000 7200.00| 189.00000 6804.00 CONSTRUCTION SIGN, A | | | 0151 801-06775 LUMP| 26900.00000 26900.00| 50000.00000 50000.00| 42340.56000 42340.56 MAINTAINING TRAFFIC | | | 0152 801-07119 288.000 LFT | 28.00000 8064.00| 28.00000 8064.00| 28.00000 8064.00 BARRICADE, III-B | | | 0153 802-05704 537.500 LFT | 5.70000 3063.75| 9.00000 4837.50| 5.70000 3063.75 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0154 802-76025 225.800 SFT | 14.10000 3183.78| 8.00000 1806.40| 14.10000 3183.78 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 802-76035 61.500 SFT | 14.40000 885.60| 8.50000 522.75| 14.10000 867.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0156 802-90627 10.000 EACH| 220.00000 2200.00| 165.00000 1650.00| 220.00000 2200.00 MID MAST ARM SIGN MOUNTING BRACKET | | | ASSEMBLY | | | 0157 805-01768 1.000 EACH| 120.00000 120.00| 100.00000 100.00| 120.00000 120.00 SIGNAL ASSEMBLY, SIDE MOUNTED | | | 0158 805-01816 8.000 EACH| 1200.00000 9600.00| 625.00000 5000.00| 1200.00000 9600.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 8FT. | | | 0159 805-01842 16.000 EACH| 670.00000 10720.00| 500.00000 8000.00| 670.00000 10720.00 HANDHOLE, SIGNAL | | | 0160 805-01844 2464.000 LFT | 9.80000 24147.20| 9.00000 22176.00| 9.80000 24147.20 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0161 805-01879 2.000 EACH| 320.00000 640.00| 425.00000 850.00| 320.00000 640.00 SIGNAL SERVICE, INSTALL | | | 0162 805-02152 12.000 EACH| 500.00000 6000.00| 425.00000 5100.00| 500.00000 6000.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0163 805-02373 690.000 LFT | 1.40000 966.00| 3.00000 2070.00| 1.40000 966.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0164 805-02440 2400.000 LFT | 0.10000 240.00| 0.12000 288.00| 0.10000 240.00 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0165 805-02640 2.000 EACH| 9000.00000 18000.00| 7400.00000 14800.00| 9000.00000 18000.00 SIGNAL POLE, MAST ARM 30 FT. , | | | ORNAMENTAL | | | 0166 805-04133 4.000 EACH| 1436.00000 5744.00| 1321.00000 5284.00| 1435.00000 5740.00 SIGNAL PEDESTAL, 12 FT. , ORNAMENTAL | | | 0167 805-04757 1.000 EACH| 9000.00000 9000.00| 7400.00000 7400.00| 9000.00000 9000.00 SIGNAL POLE, 25 FT. MAST ARM, ORNAMENTAL| | | 0168 805-05673 1.000 EACH| 13450.00000 13450.00| 10850.00000 10850.00| 13450.00000 13450.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 12 FT. LUMINAIRE MAST ARM, | | | 26 FT. EMH, ORNAMENTAL, 40 FT.SIGNAL | | | MAST ARM | | | 0169 805-05673 1.000 EACH| 13050.00000 13050.00| 10450.00000 10450.00| 13050.00000 13050.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 12 FT. LUMINAIRE MAST ARM, | | | 26 FT. EMH, ORNAMENTAL, 30 FT. SIGNAL | | | MAST ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 805-05673 2.000 EACH| 13200.00000 26400.00| 10650.00000 21300.00| 13200.00000 26400.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 12 FT. LUMINAIRE MAST ARM, | | | 26 FT. EMH. , ORNAMENTAL, 35 FT. SIGNAL | | | MAST ARM | | | 0171 805-05673 1.000 EACH| 12750.00000 12750.00| 10200.00000 10200.00| 12750.00000 12750.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 12 FT. LUMINAIRE MAST ARM, | | | 26 FT. EMH, ORNAMENTAL, 25 FT. SIGNAL | | | MAST ARM | | | 0172 805-78106 1.000 EACH| 12300.00000 12300.00| 10000.00000 10000.00| 12300.00000 12300.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0173 805-78109 1.000 EACH| 9080.00000 9080.00| 7500.00000 7500.00| 9080.00000 9080.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0174 805-78205 13.000 EACH| 750.00000 9750.00| 715.00000 9295.00| 750.00000 9750.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0175 805-78230 4.000 EACH| 1120.00000 4480.00| 1000.00000 4000.00| 1120.00000 4480.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0176 805-78467 265.000 LFT | 1.30000 344.50| 1.25000 331.25| 1.30000 344.50 SIGNAL CABLE, 3C 8GA. | | | 0177 805-78485 1988.000 LFT | 0.80000 1590.40| 0.75000 1491.00| 0.80000 1590.40 SIGNAL CABLE, 5C 14GA. | | | 0178 805-78490 1219.000 LFT | 0.90000 1097.10| 0.85000 1036.15| 0.90000 1097.10 SIGNAL CABLE, 7C 14GA. | | | 0179 805-78510 1236.000 LFT | 0.80000 988.80| 0.85000 1050.60| 0.80000 988.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0180 805-78785 4.000 EACH| 350.00000 1400.00| 410.00000 1640.00| 350.00000 1400.00 SIGNAL DETECTOR HOUSING | | | 0181 805-78795 800.000 LFT | 7.30000 5840.00| 8.45000 6760.00| 7.30000 5840.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0182 805-78900 4.000 EACH| 300.00000 1200.00| 325.00000 1300.00| 300.00000 1200.00 PEDESTAL FOUNDATION, A | | | 0183 805-78925 2.000 EACH| 550.00000 1100.00| 525.00000 1050.00| 550.00000 1100.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0184 807-02106 12.000 EACH| 475.00000 5700.00| 600.00000 7200.00| 475.00000 5700.00 LUMINAIRE, UNDERPASS, WALL MOUNTED, | | | HIGH PRESSURE SODIUM, WITH VANDAL | | | SHIELD, 150 WATT, FURNISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 807-02191 10.000 EACH| 650.00000 6500.00| 500.00000 5000.00| 650.00000 6500.00 HANDHOLE, LIGHTING | | | 0186 807-03898 2700.000 LFT | 2.60000 7020.00| 3.10000 8370.00| 2.60000 7020.00 WIRE, XHHW, NO. 4 CU, IN CABLE DUCT IN | | | TRENCH | | | 0187 807-03950 14.000 EACH| 1405.00000 19670.00| 1925.00000 26950.00| 1405.00000 19670.00 LUMINAIRE, ORNAMENTAL | | | 0188 807-04866 5.000 EACH| 1200.00000 6000.00| 1175.00000 5875.00| 1200.00000 6000.00 LUMINAIRE , SIGNAL MAST ARM MOUNTED, | | | HPS, WITH VANDAL SHIELD, 250 WATT, | | | ORNAMENTAL | | | 0189 807-82056 2.000 EACH| 1650.00000 3300.00| 3100.00000 6200.00| 1650.00000 3300.00 UNDERPASS CIRCUIT INSTALLATION, 6 | | | LUMINAIRES | | | 0190 807-86805 2.000 EACH| 2000.00000 4000.00| 1925.00000 3850.00| 2000.00000 4000.00 SERVICE POINT, I | | | 0191 808-06701 250.000 LFT | 0.50000 125.00| 0.50000 125.00| 0.50000 125.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0192 808-06703 1445.000 LFT | 0.50000 722.50| 0.50000 722.50| 0.50000 722.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0193 808-75245 6203.000 LFT | 0.50000 3101.50| 0.50000 3101.50| 0.50000 3101.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0194 808-75272 60.000 LFT | 2.90000 174.00| 2.90000 174.00| 2.90000 174.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0195 808-75274 245.000 LFT | 1.00000 245.00| 1.00000 245.00| 1.00000 245.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0196 808-75297 343.000 LFT | 2.90000 994.70| 2.90000 994.70| 2.90000 994.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0197 808-75300 968.000 LFT | 0.75000 726.00| 0.75000 726.00| 0.75000 726.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0198 808-75320 9.000 EACH| 35.00000 315.00| 35.00000 315.00| 35.00000 315.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0199 808-75325 9.000 EACH| 39.00000 351.00| 39.00000 351.00| 39.00000 351.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1582109 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 616-02320 55.500 SYS | 3.50000 194.25| 6.92000 384.06| 1.78000 98.79 GEOTEXTILES | | | 0201 616-06405 42.200 TON | 28.00000 1181.60| 40.00000 1688.00| 33.14000 1398.51 RIPRAP, REVETMENT | | | 0202 210-07808 8048.000 SFT | 19.82000 159511.36| 21.57000 173595.36| 21.57000 173595.36 BLOCK , CONCRETE MASONRY WALL FACING | | | UNITS | | | SECTION TOTALS | $ 10,045,537.00| $ 10,546,890.54| $ 10,802,754.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,045,537.00| $ 10,546,890.54| $ 10,802,754.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION AND ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 200000.00000 200000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 3000.00000 54000.00| | FIELD OFFICE, C | | | 0003 108-01614 LUMP| 12000.00000 12000.00| | PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 450001.00000 450001.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 100000.00000 100000.00| | CLEARING RIGHT OF WAY | | | 0006 202-02240 15604.000 SYS | 6.00000 93624.00| | PAVEMENT, REMOVE | | | 0007 202-02278 8564.000 LFT | 2.00000 17128.00| | CURB, CONCRETE, REMOVE | | | 0008 202-52710 3330.000 SYS | 3.00000 9990.00| | SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 1858.000 SYS | 3.00000 5574.00| | SURFACE MILLING, ASPHALT | | | 0010 202-74045 30.000 EACH| 90.00000 2700.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-91385 21.000 EACH| 50.00000 1050.00| | INLET, REMOVE | | | 0012 202-93047 28.000 EACH| 100.00000 2800.00| | MANHOLE, REMOVE | | | 0013 202-96133 12054.000 LFT | 4.00000 48216.00| | PIPE, REMOVE | | | 0014 202-96632 2.000 EACH| 1200.00000 2400.00| | TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0015 203-02000 49421.000 CYS | 19.30000 953825.30| | EXCAVATION, COMMON | | | 0016 205-06932 216.000 LFT | 8.00000 1728.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 14.000 EACH| 55.00000 770.00| | TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06936 13.080 TON | 40.00000 523.20| | TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 2686.000 LFT | 1.32000 3545.52| | TEMPORARY SILT FENCE | | | 0020 206-51220 2418.000 CYS | 14.97000 36197.46| | EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 206-51225 9193.000 CYS | 9.17000 84299.81| | EXCAVATION, DRY | | | 0022 207-07498 14958.000 SYS | 0.50000 7479.00| | SUBGRADE TREATMENT, TYPE A | | | 0023 210-07314 650.000 LFT | 120.00000 78000.00| | FORCE MAIN DUCTILE IRON, 16 IN. | | | 0024 210-07314 380.000 LFT | 160.00000 60800.00| | FORCE MAIN DUCTILE IRON, 24 IN. | | | 0025 211-02050 5735.000 CYS | 0.01000 57.35| | B BORROW | | | 0026 211-06467 1770.000 CYS | 42.41000 75065.70| | AGGREGATE FOR END BENT BACKFILL | | | 0027 211-07454 6813.000 CYS | 10.00000 68130.00| | STRUCTURE BACKFILL | | | 0028 301-07448 2345.000 TON | 18.00000 42210.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-01180 9852.000 TON | 28.56000 281373.12| | COMPACTED AGGREGATE, NO. 53 | | | 0030 303-92491 6823.000 TON | 40.08000 273465.84| | BALLAST | | | 0031 304-07489 6.000 TON | 85.00000 510.00| | HMA PATCHING, TYPE A | | | 0032 401-07332 575.000 TON | 40.00000 23000.00| | QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0033 401-07333 1305.000 TON | 42.00000 54810.00| | QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0034 401-07401 701.000 TON | 34.00000 23834.00| | QC/QA-HMA, 1, 76, INTERMEDIATE, 19.0 mm | | | 0035 401-07402 2042.000 TON | 34.00000 69428.00| | QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0036 401-07422 1403.000 TON | 36.00000 50508.00| | QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0037 401-07423 5275.000 TON | 30.00000 158250.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0038 401-07429 1421.000 TON | 37.00000 52577.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0039 401-91826 12300.000 SFT | 1.96000 24108.00| | ASPHALT PLANK | | | 0040 402-07432 16.000 TON | 90.00000 1440.00| | HMA SURFACE, TYPE A | | | 0041 406-05520 16.000 TON | 150.00000 2400.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 603-99319 610.000 LFT | 20.00000 12200.00| | FENCE, CHAIN LINK, 84 IN. | | | 0044 604-06069 505.000 SYS | 39.00000 19695.00| | CURB RAMP, CONCRETE | | | 0045 604-44251 14.120 CYS | 550.00000 7766.00| | STEPS, CONCRETE | | | 0046 604-91531 3494.000 SYS | 29.75000 103946.50| | SIDEWALK, CONCRETE, 4 IN. | | | 0047 605-06140 73.000 LFT | 48.00000 3504.00| | CURB AND GUTTER, CONCRETE TYPE III | | | 0048 605-06150 7224.000 LFT | 11.50000 83076.00| | CURB AND GUTTER, C, CONCRETE | | | 0049 605-06205 94.000 LFT | 42.00000 3948.00| | CENTER CURB, B, CONCRETE | | | 0050 605-06210 195.000 LFT | 33.75000 6581.25| | CENTER CURB, C, CONCRETE | | | 0051 610-07486 460.000 TON | 45.00000 20700.00| | HMA FOR APPROACHES, TYPE A | | | 0052 611-05330 1483.000 SYS | 35.00000 51905.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0053 614-92148 3215.000 LFT | 61.16000 196629.40| | RAILROAD TRACK | | | 0054 616-02320 669.000 SYS | 2.00000 1338.00| | GEOTEXTILES | | | 0055 616-06405 9.000 TON | 50.00000 450.00| | RIPRAP, REVETMENT | | | 0056 621-02363 16390.000 SYS | 0.25000 4097.50| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0057 621-06560 10000.000 SYS | 0.38000 3800.00| | MULCHED SEEDING, U | | | 0058 621-06570 958.000 CYS | 11.00000 10538.00| | TOP SOIL | | | 0059 621-06575 8628.000 SYS | 2.82000 24330.96| | SODDING, NURSERY | | | 0060 621-98038 30.000 CYS | 59.50000 1785.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0061 622-04990 330.000 LFT | 5.76000 1900.80| | LANDSCAPE EDGING , STEEL | | | 0062 622-05621 38.000 EACH| 152.00000 5776.00| | PLANT, BROADLEAF EVERGREEN, SPREADING, | | | SEMISPREADING, OVER 24 TO 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 622-05627 25.000 EACH| 598.00000 14950.00| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 96 IN. | | | 0064 622-05641 55.000 EACH| 87.00000 4785.00| | PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0065 622-05647 15.000 EACH| 950.00000 14250.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 120 IN. | | | 0066 622-05650 13.000 EACH| 300.00000 3900.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0067 622-05651 5.000 EACH| 696.00000 3480.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0068 622-05654 90.000 EACH| 16.50000 1485.00| | PLANT, PERENNIAL | | | 0069 701-01739 1.000 EACH| 8000.00000 8000.00| | STATIC PILE LOAD TEST | | | 0070 701-01849 17622.000 LFT | 39.79000 701179.38| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0071 701-06011 6.000 EACH| 5000.00000 30000.00| | DYNAMIC PILE LOAD TEST | | | 0072 701-06012 6.000 EACH| 403.10000 2418.60| | TEST PILE, RESTRIKE | | | 0073 702-51005 771.900 CYS | 474.44000 366220.24| | CONCRETE, A, SUBSTRUCTURE | | | 0074 702-51015 822.300 CYS | 212.30000 174574.29| | CONCRETE, B, FOOTINGS | | | 0075 702-94139 311.500 CYS | 879.05000 273824.08| | CONCRETE, A, ABOVE FOOTINGS | | | 0076 703-01540 66.000 EACH| 27.69000 1827.54| | THREADED TIE BAR ASSEMBLY | | | 0077 703-51030 153498.000 LBS | 0.54000 82888.92| | REINFORCING STEEL | | | 0078 704-03131 197.000 LFT | 34.18000 6733.46| | DECK DRAIN, HALF ROUND, 8 IN. | | | 0079 706-91664 1330.000 LFT | 20.00000 26600.00| | PIPE RAILING | | | 0080 709-07110 25700.000 SFT | 2.70000 69390.00| | SEAL COAT, GRAFFITI RESISTANT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 709-51821 LUMP| 1500.00000 1500.00| | SURFACE SEAL | | | 0082 711-04121 32.000 EACH| 31.91000 1021.12| | ANCHOR BOLT, AB1 | | | 0083 711-51038 LUMP| 1500000.00000 1500000.00| | STRUCTURAL STEEL | | | 0084 714-04802 1961.000 SYS | 137.00000 268657.00| | CONCRETE MODULAR BLOCK WALL | | | 0085 714-05562 1157.000 SFT | 112.03000 129618.71| | RETAINING WALL , TANGENT AUGER CAST PILE| | | 0086 714-96642 LUMP| 1044000.00000 1044000.00| | TEMPORARY RETAINING WALL | | | 0087 715-05024 602.000 LFT | 60.00000 36120.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0088 715-05048 3531.000 LFT | 5.00000 17655.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0089 715-05049 17.000 LFT | 20.00000 340.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0090 715-05118 63.000 LFT | 14.00000 882.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0091 715-05148 46.000 LFT | 15.00000 690.00| | PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0092 715-05149 1957.000 LFT | 18.00000 35226.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0093 715-05151 499.000 LFT | 18.00000 8982.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0094 715-05152 292.000 LFT | 17.00000 4964.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0095 715-05154 1055.000 LFT | 25.00000 26375.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0096 715-05156 173.000 LFT | 38.00000 6574.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0097 715-05159 1585.000 LFT | 80.00000 126800.00| | PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0098 715-05168 1699.000 LFT | 14.00000 23786.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0099 715-05408 1704.000 LFT | 28.00000 47712.00| | PIPE, SANITARY SEWER, 8 IN. | | | 0100 715-05411 800.000 LFT | 36.00000 28800.00| | PIPE, SANITARY SEWER, 12 IN. | | | 0101 715-05413 765.000 LFT | 58.00000 44370.00| | PIPE, SANITARY SEWER, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 715-05711 2400.000 LFT | 17.00000 40800.00| | PIPE, SANITARY SEWER, 6 IN. , LATERAL | | | 0103 715-90548 LUMP| 425000.00000 425000.00| | STORMWATER LIFT STATION | | | 0104 715-96669 775.000 LFT | 60.00000 46500.00| | WATER MAIN, DUCTILE IRON, 16 IN. | | | 0105 715-97737 LUMP| 10000.00000 10000.00| | SANITARY SEWER RECONSTRUCTION | | | 0106 716-04832 184.000 LFT | 200.00000 36800.00| | PIPE CASING, 22 IN., JACK AND BORE | | | 0107 716-04832 126.000 LFT | 250.00000 31500.00| | PIPE CASING, 24 IN. JACK AND BORE | | | 0108 716-04832 150.000 LFT | 300.00000 45000.00| | PIPE CASING, 30 IN., JACK AND BORE | | | 0109 716-04832 140.000 LFT | 250.00000 35000.00| | PIPE CASING, 42 IN., JACK AND BORE | | | 0110 716-04832 125.000 LFT | 500.00000 62500.00| | PIPE CASING, 54 IN., JACK AND BORE | | | 0111 718-52610 318.200 CYS | 20.00000 6364.00| | AGGREGATE FOR UNDERDRAINS | | | 0112 718-99153 3861.000 SYS | 1.00000 3861.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0113 720-01894 3.000 EACH| 425.00000 1275.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0114 720-03194 16.000 EACH| 4600.00000 73600.00| | MANHOLE , SANITARY, 4 FT. DIA. | | | 0115 720-03194 1.000 EACH| 12800.00000 12800.00| | MANHOLE , SANITARY, 6 FT. DIA. | | | 0116 720-45030 1.000 EACH| 2100.00000 2100.00| | INLET, E7 | | | 0117 720-45035 3.000 EACH| 2200.00000 6600.00| | INLET, F7 | | | 0118 720-45040 2.000 EACH| 3500.00000 7000.00| | INLET, G7 | | | 0119 720-45045 9.000 EACH| 2400.00000 21600.00| | INLET, J10 | | | 0120 720-45055 4.000 EACH| 2425.00000 9700.00| | INLET, M10 | | | 0121 720-45155 1.000 EACH| 2600.00000 2600.00| | INLET, M10, MODIFIED | | | 0122 720-45250 23.000 EACH| 2700.00000 62100.00| | CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 720-45275 7.000 EACH| 2100.00000 14700.00| | PIPE CATCH BASIN, 24 IN. | | | 0124 720-45410 12.000 EACH| 2600.00000 31200.00| | MANHOLE, C4 | | | 0125 720-93501 6.000 EACH| 10000.00000 60000.00| | MANHOLE, L4 | | | 0126 720-94612 11.000 EACH| 5900.00000 64900.00| | MANHOLE, K4 | | | 0127 720-97958 1.000 EACH| 5300.00000 5300.00| | MANHOLE, K2 | | | 0128 720-98174 2.000 EACH| 3600.00000 7200.00| | INLET, B15 | | | 0129 720-98555 1.000 EACH| 3625.00000 3625.00| | INLET, C15 | | | 0130 720-99416 2.000 EACH| 3800.00000 7600.00| | CATCH BASIN, B15 | | | 0131 720-99417 3.000 EACH| 3900.00000 11700.00| | CATCH BASIN, C15 | | | 0133 731-93946 17652.000 SFT | 6.80000 120033.60| | WALL ERECTION | | | 0134 731-93947 2293.000 LFT | 20.80000 47694.40| | LEVELING PAD, CONCRETE | | | 0135 732-01898 712.000 LFT | 44.00000 31328.00| | WATER MAIN, DUCTILE IRON, 10 IN. | | | 0136 732-01913 22.000 EACH| 100.00000 2200.00| | CLEANOUT, PVC, 4 IN. | | | 0137 732-02532 10.000 EACH| 900.00000 9000.00| | VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0138 732-02533 4.000 EACH| 1500.00000 6000.00| | VALVE WITH BOX RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0139 732-04926 2.000 EACH| 2400.00000 4800.00| | VALVE WITH BOX, RESTRAINED, BUTTERFLY, | | | DUCTILE | | | 0140 732-04926 4.000 EACH| 1200.00000 4800.00| | VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON | | | 0141 732-05923 2400.000 LFT | 7.50000 18000.00| | WATER SERVICE LINE, 1 IN. K, COPPER | | | 0142 732-91738 20.000 LFT | 30.00000 600.00| | WATER MAIN, DUCTILE IRON, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0143 732-91739 2041.000 LFT | 40.00000 81640.00| | WATER MAIN, DUCTILE IRON, 8 IN. | | | 0144 732-93357 7.000 EACH| 2300.00000 16100.00| | FIRE HYDRANT ASSEMBLY, III | | | 0145 732-94780 55.000 EACH| 330.00000 18150.00| | WATER SERVICE CONNECTION | | | 0146 732-96670 968.000 LFT | 52.00000 50336.00| | WATER MAIN, DUCTILE IRON, 12 IN. | | | 0147 732-97009 5.000 EACH| 700.00000 3500.00| | FIRE HYDRANT ASSEMBLY, REMOVE | | | 0148 801-04308 8.000 EACH| 290.00000 2320.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0149 801-06625 51.000 EACH| 98.00000 4998.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0150 801-06640 36.000 EACH| 189.00000 6804.00| | CONSTRUCTION SIGN, A | | | 0151 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0152 801-07119 288.000 LFT | 28.00000 8064.00| | BARRICADE, III-B | | | 0153 802-05704 537.500 LFT | 9.00000 4837.50| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0154 802-76025 225.800 SFT | 8.00000 1806.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0155 802-76035 61.500 SFT | 8.50000 522.75| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0156 802-90627 10.000 EACH| 165.00000 1650.00| | MID MAST ARM SIGN MOUNTING BRACKET | | | ASSEMBLY | | | 0157 805-01768 1.000 EACH| 100.00000 100.00| | SIGNAL ASSEMBLY, SIDE MOUNTED | | | 0158 805-01816 8.000 EACH| 625.00000 5000.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 8FT. | | | 0159 805-01842 16.000 EACH| 500.00000 8000.00| | HANDHOLE, SIGNAL | | | 0160 805-01844 2464.000 LFT | 9.00000 22176.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 805-01879 2.000 EACH| 425.00000 850.00| | SIGNAL SERVICE, INSTALL | | | 0162 805-02152 12.000 EACH| 425.00000 5100.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0163 805-02373 690.000 LFT | 3.00000 2070.00| | INTERCONNECT CABLE, FIBER OPTIC | | | 0164 805-02440 2400.000 LFT | 0.12000 288.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0165 805-02640 2.000 EACH| 7400.00000 14800.00| | SIGNAL POLE, MAST ARM 30 FT. , | | | ORNAMENTAL | | | 0166 805-04133 4.000 EACH| 1321.00000 5284.00| | SIGNAL PEDESTAL, 12 FT. , ORNAMENTAL | | | 0167 805-04757 1.000 EACH| 7400.00000 7400.00| | SIGNAL POLE, 25 FT. MAST ARM, ORNAMENTAL| | | 0168 805-05673 1.000 EACH| 10850.00000 10850.00| | SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 12 FT. LUMINAIRE MAST ARM, | | | 26 FT. EMH, ORNAMENTAL, 40 FT.SIGNAL | | | MAST ARM | | | 0169 805-05673 1.000 EACH| 10450.00000 10450.00| | SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 12 FT. LUMINAIRE MAST ARM, | | | 26 FT. EMH, ORNAMENTAL, 30 FT. SIGNAL | | | MAST ARM | | | 0170 805-05673 2.000 EACH| 10650.00000 21300.00| | SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 12 FT. LUMINAIRE MAST ARM, | | | 26 FT. EMH. , ORNAMENTAL, 35 FT. SIGNAL | | | MAST ARM | | | 0171 805-05673 1.000 EACH| 10200.00000 10200.00| | SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 12 FT. LUMINAIRE MAST ARM, | | | 26 FT. EMH, ORNAMENTAL, 25 FT. SIGNAL | | | MAST ARM | | | 0172 805-78106 1.000 EACH| 10000.00000 10000.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0173 805-78109 1.000 EACH| 7500.00000 7500.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0174 805-78205 13.000 EACH| 715.00000 9295.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0175 805-78230 4.000 EACH| 1000.00000 4000.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0176 805-78467 265.000 LFT | 1.25000 331.25| | SIGNAL CABLE, 3C 8GA. | | | 0177 805-78485 1988.000 LFT | 0.75000 1491.00| | SIGNAL CABLE, 5C 14GA. | | | 0178 805-78490 1219.000 LFT | 0.85000 1036.15| | SIGNAL CABLE, 7C 14GA. | | | 0179 805-78510 1236.000 LFT | 0.85000 1050.60| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0180 805-78785 4.000 EACH| 410.00000 1640.00| | SIGNAL DETECTOR HOUSING | | | 0181 805-78795 800.000 LFT | 8.45000 6760.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0182 805-78900 4.000 EACH| 325.00000 1300.00| | PEDESTAL FOUNDATION, A | | | 0183 805-78925 2.000 EACH| 525.00000 1050.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0184 807-02106 12.000 EACH| 600.00000 7200.00| | LUMINAIRE, UNDERPASS, WALL MOUNTED, | | | HIGH PRESSURE SODIUM, WITH VANDAL | | | SHIELD, 150 WATT, FURNISH | | | 0185 807-02191 10.000 EACH| 500.00000 5000.00| | HANDHOLE, LIGHTING | | | 0186 807-03898 2700.000 LFT | 3.10000 8370.00| | WIRE, XHHW, NO. 4 CU, IN CABLE DUCT IN | | | TRENCH | | | 0187 807-03950 14.000 EACH| 1925.00000 26950.00| | LUMINAIRE, ORNAMENTAL | | | 0188 807-04866 5.000 EACH| 1175.00000 5875.00| | LUMINAIRE , SIGNAL MAST ARM MOUNTED, | | | HPS, WITH VANDAL SHIELD, 250 WATT, | | | ORNAMENTAL | | | 0189 807-82056 2.000 EACH| 3100.00000 6200.00| | UNDERPASS CIRCUIT INSTALLATION, 6 | | | LUMINAIRES | | | 0190 807-86805 2.000 EACH| 1925.00000 3850.00| | SERVICE POINT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 371 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,562,192.40 ROUTE : CALL ORDER : 371 CONTRACT ID : B -26739-A COUNTIES : ELKHART LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0191 808-06701 250.000 LFT | 0.50000 125.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0192 808-06703 1445.000 LFT | 0.50000 722.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0193 808-75245 6203.000 LFT | 0.50000 3101.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0194 808-75272 60.000 LFT | 2.90000 174.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0195 808-75274 245.000 LFT | 1.00000 245.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0196 808-75297 343.000 LFT | 2.90000 994.70| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0197 808-75300 968.000 LFT | 0.75000 726.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0198 808-75320 9.000 EACH| 35.00000 315.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0199 808-75325 9.000 EACH| 39.00000 351.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0200 616-02320 55.500 SYS | 5.00000 277.50| | GEOTEXTILES | | | 0201 616-06405 42.200 TON | 50.00000 2110.00| | RIPRAP, REVETMENT | | | 0202 210-07808 8048.000 SFT | 25.10000 202004.80| | BLOCK , CONCRETE MASONRY WALL FACING | | | UNITS | | | SECTION TOTALS | $ 11,175,388.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,175,388.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,000.00 ROUTE : CR 390E CALL ORDER : 391 CONTRACT ID : B -26893-A COUNTIES : MORGAN LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9955010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 716,974.43 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 718,633.48 100.2313% 3 35-1128289 BEATY CONSTRUCTION, INC. CONDITIONAL BID $ 800,845.78 111.6979% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 809,652.50 112.9262% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 895,237.11 124.8631% 6 35-1801998 CLR, INC. $ 1,119,497.87 156.1419% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 7800.00000 7800.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1400.00000 8400.00| 2000.00000 12000.00| 2300.00000 13800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 35900.00000 35900.00| 40050.00000 40050.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-90788 LUMP| 3000.00000 3000.00| 5500.00000 5500.00| 12500.00000 12500.00 DEBRIS, REMOVE | | | 0005 202-02241 297.000 LFT | 2.00000 594.00| 2.30000 683.10| 3.60000 1069.20 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 200000.00000 200000.00| 165393.00000 165393.00| 162987.00000 162987.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 489.000 SYS | 7.00000 3423.00| 6.91000 3378.99| 8.75000 4278.75 SURFACE MILLING, ASPHALT | | | 0008 203-02000 81.000 CYS | 15.00000 1215.00| 30.00000 2430.00| 45.00000 3645.00 EXCAVATION, COMMON | | | 0009 203-02070 137.000 CYS | 15.00000 2055.00| 20.00000 2740.00| 25.00000 3425.00 BORROW | | | 0010 206-51230 52.000 CYS | 35.00000 1820.00| 30.00000 1560.00| 30.00000 1560.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-06467 34.000 CYS | 50.00000 1700.00| 40.00000 1360.00| 60.00000 2040.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-01180 45.200 TON | 25.00000 1130.00| 40.00000 1808.00| 38.00000 1717.60 COMPACTED AGGREGATE, NO. 53 | | | 0013 402-07450 30.250 TON | 200.00000 6050.00| 207.00000 6261.75| 190.00000 5747.50 HMA, TYPE A, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,000.00 ROUTE : CR 390E CALL ORDER : 391 CONTRACT ID : B -26893-A COUNTIES : MORGAN LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05521 489.000 SYS | 0.05000 24.45| 1.15000 562.35| 1.10000 537.90 ASPHALT FOR TACK COAT | | | 0015 601-01700 1.000 EACH| 1500.00000 1500.00| 1719.00000 1719.00| 1515.00000 1515.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-06374 4.000 EACH| 425.00000 1700.00| 460.00000 1840.00| 530.00000 2120.00 GUARDRAIL TRANSITION, TGS-1 | | | 0017 601-94689 3.000 EACH| 1750.00000 5250.00| 1950.00000 5850.00| 1715.00000 5145.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 643.750 LFT | 10.00000 6437.50| 11.04000 7107.00| 8.50000 5471.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 610-06259 141.600 SYS | 55.00000 7788.00| 70.00000 9912.00| 65.00000 9204.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0020 615-04494 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 1600.00000 1600.00 PLAQUE, CAST IRON | | | 0021 616-02320 372.000 SYS | 1.50000 558.00| 1.90000 706.80| 2.50000 930.00 GEOTEXTILES | | | 0022 616-05688 309.000 TON | 35.00000 10815.00| 36.00000 11124.00| 70.00000 21630.00 RIPRAP, CLASS 1 | | | 0023 702-51005 39.900 CYS | 1000.00000 39900.00| 984.00000 39261.60| 850.00000 33915.00 CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51863 62.000 EACH| 7.00000 434.00| 8.00000 496.00| 10.00000 620.00 FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51030 3596.000 LBS | 0.55000 1977.80| 0.50000 1798.00| 0.55000 1977.80 REINFORCING STEEL | | | 0026 703-51032 125753.000 LBS | 0.60000 75451.80| 0.57000 71679.21| 0.65000 81739.45 REINFORCING STEEL, EPOXY COATED | | | 0027 704-51002 519.400 CYS | 390.00000 202566.00| 422.67000 219534.80| 500.00000 259700.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-06344 1250.000 LFT | 25.00000 31250.00| 27.31000 34137.50| 32.15000 40187.50 RAILING, TS-1 | | | 0029 708-51813 50.000 SFT | 125.00000 6250.00| 138.00000 6900.00| 125.00000 6250.00 PNEUMATICALLY PLACED MORTAR | | | 0030 709-51821 LUMP| 7000.00000 7000.00| 7886.00000 7886.00| 7000.00000 7000.00 SURFACE SEAL | | | 0031 711-51877 LUMP| 29100.00000 29100.00| 34937.00000 34937.00| 40000.00000 40000.00 JACKING AND SUPPORTING BEAMS | | | 0032 715-05407 84.000 LFT | 8.00000 672.00| 6.00000 504.00| 9.00000 756.00 PIPE, END BENT DRAIN, 6 IN. | | | 0033 724-51925 82.300 LFT | 100.00000 8230.00| 105.00000 8641.50| 130.00000 10699.00 STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,000.00 ROUTE : CR 390E CALL ORDER : 391 CONTRACT ID : B -26893-A COUNTIES : MORGAN LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 726-92406 4.000 EACH| 500.00000 2000.00| 315.00000 1260.00| 350.00000 1400.00 BEARING ASSEMBLY, ELASTOMERIC , PLAIN, | | | 2'-0 X 9" X 3/4" | | | 0035 726-92406 4.000 EACH| 675.00000 2700.00| 167.00000 668.00| 190.00000 760.00 BEARING ASSEMBLY, ELASTOMERIC 1'-9 x 9" | | | x 2 7/8" | | | 0036 801-04308 4.000 EACH| 130.00000 520.00| 144.00000 576.00| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06625 17.000 EACH| 90.00000 1530.00| 101.00000 1717.00| 105.00000 1785.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 1.000 EACH| 90.00000 90.00| 98.00000 98.00| 125.00000 125.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0040 801-07118 48.000 LFT | 6.00000 288.00| 6.50000 312.00| 6.50000 312.00 BARRICADE, III-A | | | 0041 801-07119 48.000 LFT | 6.75000 324.00| 7.50000 360.00| 7.50000 360.00 BARRICADE, III-B | | | 0042 808-06713 1768.000 LFT | 0.16000 282.88| 0.16000 282.88| 0.15000 265.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-06714 2800.000 LFT | 0.16000 448.00| 0.16000 448.00| 0.15000 420.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 716,974.43| $ 718,633.48| $ 800,845.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 716,974.43| $ 718,633.48| $ 800,845.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 391 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,000.00 ROUTE : CR 390E CALL ORDER : 391 CONTRACT ID : B -26893-A COUNTIES : MORGAN LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 |(6) 35-1801998 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 1500.00000 9000.00| 2300.00000 13800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 42000.00000 42000.00| 56300.00000 56300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-90788 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 8000.00000 8000.00 DEBRIS, REMOVE | | | 0005 202-02241 297.000 LFT | 2.25000 668.25| 2.23000 662.31| 5.00000 1485.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 225000.00000 225000.00| 337000.00000 337000.00| 220400.00000 220400.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 489.000 SYS | 6.00000 2934.00| 9.00000 4401.00| 4.25000 2078.25 SURFACE MILLING, ASPHALT | | | 0008 203-02000 81.000 CYS | 20.00000 1620.00| 35.00000 2835.00| 75.00000 6075.00 EXCAVATION, COMMON | | | 0009 203-02070 137.000 CYS | 10.00000 1370.00| 50.00000 6850.00| 24.00000 3288.00 BORROW | | | 0010 206-51230 52.000 CYS | 20.00000 1040.00| 60.00000 3120.00| 24.00000 1248.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-06467 34.000 CYS | 80.00000 2720.00| 55.00000 1870.00| 55.00000 1870.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-01180 45.200 TON | 35.00000 1582.00| 28.00000 1265.60| 69.00000 3118.80 COMPACTED AGGREGATE, NO. 53 | | | 0013 402-07450 30.250 TON | 225.00000 6806.25| 150.00000 4537.50| 300.00000 9075.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0014 406-05521 489.000 SYS | 1.05000 513.45| 0.05000 24.45| 1.15000 562.35 ASPHALT FOR TACK COAT | | | 0015 601-01700 1.000 EACH| 1550.00000 1550.00| 1550.00000 1550.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-06374 4.000 EACH| 425.00000 1700.00| 430.00000 1720.00| 450.00000 1800.00 GUARDRAIL TRANSITION, TGS-1 | | | 0017 601-94689 3.000 EACH| 1750.00000 5250.00| 1750.00000 5250.00| 1900.00000 5700.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 643.750 LFT | 10.00000 6437.50| 10.00000 6437.50| 11.00000 7081.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 610-06259 141.600 SYS | 65.00000 9204.00| 70.00000 9912.00| 99.00000 14018.40 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 391 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,000.00 ROUTE : CR 390E CALL ORDER : 391 CONTRACT ID : B -26893-A COUNTIES : MORGAN LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 |(6) 35-1801998 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 615-04494 1.000 EACH| 1500.00000 1500.00| 1100.00000 1100.00| 1250.00000 1250.00 PLAQUE, CAST IRON | | | 0021 616-02320 372.000 SYS | 4.00000 1488.00| 3.00000 1116.00| 3.00000 1116.00 GEOTEXTILES | | | 0022 616-05688 309.000 TON | 40.00000 12360.00| 27.00000 8343.00| 39.00000 12051.00 RIPRAP, CLASS 1 | | | 0023 702-51005 39.900 CYS | 850.00000 33915.00| 725.00000 28927.50| 1000.00000 39900.00 CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51863 62.000 EACH| 14.00000 868.00| 12.00000 744.00| 10.00000 620.00 FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51030 3596.000 LBS | 0.65000 2337.40| 0.60000 2157.60| 0.77000 2768.92 REINFORCING STEEL | | | 0026 703-51032 125753.000 LBS | 0.65000 81739.45| 0.65000 81739.45| 0.82000 103117.46 REINFORCING STEEL, EPOXY COATED | | | 0027 704-51002 519.400 CYS | 450.00000 233730.00| 475.00000 246715.00| 735.00000 381759.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-06344 1250.000 LFT | 30.00000 37500.00| 26.00000 32500.00| 26.00000 32500.00 RAILING, TS-1 | | | 0029 708-51813 50.000 SFT | 125.00000 6250.00| 125.00000 6250.00| 200.00000 10000.00 PNEUMATICALLY PLACED MORTAR | | | 0030 709-51821 LUMP| 7000.00000 7000.00| 9000.00000 9000.00| 7600.00000 7600.00 SURFACE SEAL | | | 0031 711-51877 LUMP| 40000.00000 40000.00| 10000.00000 10000.00| 108000.00000 108000.00 JACKING AND SUPPORTING BEAMS | | | 0032 715-05407 84.000 LFT | 20.00000 1680.00| 10.00000 840.00| 35.00000 2940.00 PIPE, END BENT DRAIN, 6 IN. | | | 0033 724-51925 82.300 LFT | 120.00000 9876.00| 100.00000 8230.00| 147.20000 12114.56 STRUCTURAL EXPANSION JOINT, SS | | | 0034 726-92406 4.000 EACH| 500.00000 2000.00| 200.00000 800.00| 1000.00000 4000.00 BEARING ASSEMBLY, ELASTOMERIC , PLAIN, | | | 2'-0 X 9" X 3/4" | | | 0035 726-92406 4.000 EACH| 700.00000 2800.00| 200.00000 800.00| 1300.00000 5200.00 BEARING ASSEMBLY, ELASTOMERIC 1'-9 x 9" | | | x 2 7/8" | | | 0036 801-04308 4.000 EACH| 145.00000 580.00| 130.00000 520.00| 140.00000 560.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06625 17.000 EACH| 100.00000 1700.00| 95.00000 1615.00| 100.00000 1700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 1.000 EACH| 100.00000 100.00| 95.00000 95.00| 250.00000 250.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 23000.00000 23000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 391 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,000.00 ROUTE : CR 390E CALL ORDER : 391 CONTRACT ID : B -26893-A COUNTIES : MORGAN LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 |(6) 35-1801998 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-07118 48.000 LFT | 6.00000 288.00| 6.00000 288.00| 7.00000 336.00 BARRICADE, III-A | | | 0041 801-07119 48.000 LFT | 7.50000 360.00| 7.00000 336.00| 8.00000 384.00 BARRICADE, III-B | | | 0042 808-06713 1768.000 LFT | 0.15000 265.20| 0.15000 265.20| 0.16000 282.88 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-06714 2800.000 LFT | 0.15000 420.00| 0.15000 420.00| 0.16000 448.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 809,652.50| $ 895,237.11| $ 1,119,497.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 809,652.50| $ 895,237.11| $ 1,119,497.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,261,178.98 ROUTE : 70 CALL ORDER : 401 CONTRACT ID : B -26921-A COUNTIES : HENDRICKS LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN23003 0703230 0703230 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 8,649,235.51 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 8,750,384.20 101.1694% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 9,662,956.55 111.7203% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 9,886,483.39 114.3047% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 10,251,651.55 118.5266% ==================================================================================================================================== |(1) 05-0558668 |(2) 35-1128289 |(3) 35-1917625 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP| 89792.88000 89792.88| 85000.00000 85000.00| 73325.00000 73325.00 CONSTRUCTION ENGINEERING | | | 0002 105-07570 20.000 MOS | 722.16000 14443.20| 935.00000 18700.00| 1200.00000 24000.00 FIELD OFFICE , FURNITURE AND EQUIPMENT | | | ONLY | | | 0003 110-01001 LUMP| 437441.29000 437441.29| 426826.00000 426826.00| 485000.00000 485000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 1.000 EACH| 149309.00000 149309.00| 135000.00000 135000.00| 200000.00000 200000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 6A | | | 0005 203-02000 3777.000 CYS | 16.36000 61791.72| 6.50000 24550.50| 5.00000 18885.00 EXCAVATION, COMMON | | | 0006 203-02070 12247.000 CYS | 9.60000 117571.20| 9.00000 110223.00| 5.00000 61235.00 BORROW | | | 0007 206-51230 1263.200 CYS | 19.09000 24114.49| 16.00000 20211.20| 14.00000 17684.80 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0008 211-02050 36421.100 CYS | 9.75000 355105.73| 10.00000 364211.00| 13.00000 473474.30 B BORROW | | | 0009 211-06467 1192.600 CYS | 35.99000 42921.67| 32.00000 38163.20| 45.00000 53667.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 211-07454 25985.300 CYS | 12.41000 322477.57| 13.00000 337808.90| 14.00000 363794.20 STRUCTURE BACKFILL | | | 0011 302-06464 670.100 CYS | 31.02000 20786.50| 42.00000 28144.20| 25.00000 16752.50 SUBBASE FOR PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,261,178.9 ROUTE : 70 CALL ORDER : 401 CONTRACT ID : B -26921-A COUNTIES : HENDRICKS LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 |(2) 35-1128289 |(3) 35-1917625 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 503-05310 1186.100 LFT | 61.05000 72411.41| 70.00000 83027.00| 85.00000 100818.50 TERMINAL JOINT | | | 0013 601-06246 2.000 EACH| 36674.45000 73348.90| 26800.00000 53600.00| 36000.00000 72000.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0014 601-06454 2.000 EACH| 15794.89000 31589.78| 15800.00000 31600.00| 15400.00000 30800.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0015 601-99105 50.000 LFT | 12.98000 649.00| 13.00000 650.00| 12.30000 615.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 602-06639 400.000 LFT | 12.20000 4880.00| 23.00000 9200.00| 0.01000 4.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 1000.000 LFT | 8.98000 8980.00| 21.00000 21000.00| 0.01000 10.00 TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 72.000 EACH| 8.65000 622.80| 9.00000 648.00| 10.00000 720.00 BARRIER DELINEATOR | | | 0019 610-06263 3995.800 SYS | 44.82000 179091.76| 52.00000 207781.60| 70.00000 279706.00 REINFORCED CONCRETE BRIDGE APPROACH, 15 | | | IN. | | | 0020 616-02320 2823.000 SYS | 1.65000 4657.95| 2.00000 5646.00| 3.00000 8469.00 GEOTEXTILES | | | 0021 616-06405 1386.000 TON | 16.07000 22273.02| 21.00000 29106.00| 20.00000 27720.00 RIPRAP, REVETMENT | | | 0022 701-02936 1145.200 LFT | 24.86000 28469.67| 30.00000 34356.00| 32.00000 36646.40 PILE, STEEL H, HP 14 X 89 | | | 0023 701-04732 14182.000 LFT | 31.94000 452973.08| 34.00000 482188.00| 37.25000 528279.50 PILE , CONCRETE, STEEL SHELL ENCASED, | | | 0.5 IN., 14 IN. | | | 0024 701-04732 4019.800 LFT | 31.10000 125015.78| 36.50000 146722.70| 40.00000 160792.00 PILE , REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 0.5 IN., 14 IN. | | | 0025 701-04732 2688.600 LFT | 8.41000 22611.13| 12.00000 32263.20| 10.00000 26886.00 PILE SLEEVES | | | 0026 701-06011 7.000 EACH| 5942.93000 41600.51| 3000.00000 21000.00| 2200.00000 15400.00 DYNAMIC PILE LOAD TEST | | | 0027 701-06012 7.000 EACH| 3565.76000 24960.32| 750.00000 5250.00| 1300.00000 9100.00 TEST PILE, RESTRIKE | | | 0028 701-06027 7.000 EACH| 1744.11000 12208.77| 3000.00000 21000.00| 1800.00000 12600.00 TEST PILE | | | 0029 701-51160 1229.600 LFT | 41.77000 51360.39| 31.00000 38117.60| 35.00000 43036.00 PILE, STEEL SHELL, 14 IN. ,0.312 IN. | | | 0030 701-51195 688.700 LFT | 33.85000 23312.50| 21.50000 14807.05| 24.00000 16528.80 PILE, STEEL H, HP 12 X 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,261,178.98 ROUTE : 70 CALL ORDER : 401 CONTRACT ID : B -26921-A COUNTIES : HENDRICKS LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 |(2) 35-1128289 |(3) 35-1917625 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 701-91792 46.000 EACH| 97.37000 4479.02| 100.00000 4600.00| 95.00000 4370.00 PILE TIP, STEEL H | | | 0032 701-99086 414.000 EACH| 138.48000 57330.72| 135.00000 55890.00| 130.00000 53820.00 PILE TIP, STEEL SHELL | | | 0035 702-51005 116.600 CYS | 283.29000 33031.61| 350.00000 40810.00| 500.00000 58300.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51015 379.500 CYS | 480.47000 182338.37| 355.00000 134722.50| 500.00000 189750.00 CONCRETE, B, FOOTINGS | | | 0037 702-94139 1607.600 CYS | 315.73000 507567.55| 365.00000 586774.00| 500.00000 803800.00 CONCRETE, A, ABOVE FOOTINGS | | | 0038 703-51030 388391.000 LBS | 0.48000 186427.68| 0.50000 194195.50| 0.50000 194195.50 REINFORCING STEEL | | | 0039 703-51032 1146732.000 LBS | 0.56000 642169.92| 0.59000 676571.88| 0.54000 619235.28 REINFORCING STEEL, EPOXY COATED | | | 0040 704-05892 3615.500 CYS | 281.46000 1017618.63| 285.00000 1030417.50| 300.00000 1084650.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0041 704-51002 1302.300 CYS | 380.70000 495785.61| 360.00000 468828.00| 500.00000 651150.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 14.000 EACH| 1298.21000 18174.94| 1800.00000 25200.00| 1225.00000 17150.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-05734 1.000 EACH| 2596.42000 2596.42| 1800.00000 1800.00| 2450.00000 2450.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0044 706-51020 227.100 CYS | 421.92000 95818.03| 525.00000 119227.50| 400.00000 90840.00 CONCRETE, C, RAILING | | | 0045 707-05983 749.500 LFT | 90.30000 67679.85| 85.00000 63707.50| 70.00000 52465.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 36 IN. X 12 IN. | | | 0046 707-05985 863.500 LFT | 142.93000 123420.06| 105.00000 90667.50| 90.00000 77715.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 54 IN. X 20 IN. | | | 0048 707-06404 2031.000 LFT | 145.43000 295368.33| 140.00000 284340.00| 140.00000 284340.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM ,84 IN. X 60 IN. | | | 0049 707-07605 9566.800 LFT | 117.22000 1121420.30| 108.00000 1033214.40| 107.00000 1023647.60 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0050 709-51821 LUMP| 6791.43000 6791.43| 6600.00000 6600.00| 7000.00000 7000.00 SURFACE SEAL , STR. NO. 1 | | | 0051 709-51821 LUMP| 9941.61000 9941.61| 8640.00000 8640.00| 9500.00000 9500.00 SURFACE SEAL , STR. NO. 2 | | | 0052 709-51821 LUMP| 30807.99000 30807.99| 28390.00000 28390.00| 29500.00000 29500.00 SURFACE SEAL , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,261,178.98 ROUTE : 70 CALL ORDER : 401 CONTRACT ID : B -26921-A COUNTIES : HENDRICKS LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 |(2) 35-1128289 |(3) 35-1917625 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 709-51821 LUMP| 7948.44000 7948.44| 9150.00000 9150.00| 8000.00000 8000.00 SURFACE SEAL , STR. NO. 4 | | | 0054 709-51821 LUMP| 8173.10000 8173.10| 6600.00000 6600.00| 8000.00000 8000.00 SURFACE SEAL , STR. NO. 5 | | | 0055 709-51821 LUMP| 2908.90000 2908.90| 3300.00000 3300.00| 3000.00000 3000.00 SURFACE SEAL , STR. NO. 6 | | | 0056 711-51070 28.000 EACH| 48.02000 1344.56| 85.00000 2380.00| 40.00000 1120.00 ANCHOR PLATE, AP 1 MODIFIED | | | 0058 715-05407 1541.000 LFT | 4.47000 6888.27| 3.30000 5085.30| 7.00000 10787.00 PIPE, END BENT DRAIN, 6 IN. | | | 0059 724-51925 441.600 LFT | 85.74000 37862.78| 95.00000 41952.00| 100.00000 44160.00 STRUCTURAL EXPANSION JOINT, SS | | | 0060 728-98377 LUMP| 3052.02000 3052.02| 1950.00000 1950.00| 3000.00000 3000.00 MASONRY COATING , STR. NO. 1 | | | 0061 728-98377 LUMP| 3053.67000 3053.67| 2250.00000 2250.00| 3000.00000 3000.00 MASONRY COATING , STR. NO. 2 | | | 0062 728-98377 LUMP| 32024.69000 32024.69| 25500.00000 25500.00| 30000.00000 30000.00 MASONRY COATING , STR. NO. 3 | | | 0063 731-93945 37813.100 SFT | 11.75000 444303.93| 9.00000 340317.90| 9.00000 340317.90 FACE PANELS, CONCRETE | | | 0064 731-93946 37813.100 SFT | 4.44000 167890.16| 5.00000 189065.50| 14.85000 561524.54 WALL ERECTION | | | 0065 731-93947 1621.300 LFT | 9.91000 16067.08| 100.00000 162130.00| 18.00000 29183.40 LEVELING PAD, CONCRETE | | | 0066 801-04165 52.000 EACH| 75.73000 3937.96| 65.00000 3380.00| 80.00000 4160.00 CONSTRUCTION DRUM, LEAVE IN PLACE | | | 0067 801-06203 4344.000 LFT | 0.16000 695.04| 0.15000 651.60| 0.17000 738.48 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0068 801-06586 330.000 LFT | 0.32000 105.60| 0.30000 99.00| 0.33000 108.90 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0069 801-06639 40.000 LFT | 12.20000 488.00| 23.00000 920.00| 0.01000 0.40 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0070 801-06639 900.000 LFT | 22.93000 20637.00| 22.00000 19800.00| 50.00000 45000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | LEAVE IN PLACE | | | 0071 801-06640 15.000 EACH| 151.46000 2271.90| 150.00000 2250.00| 150.54000 2258.10 CONSTRUCTION SIGN, A | | | 0072 801-06710 30.000 DAY | 13.52000 405.60| 15.00000 450.00| 13.45000 403.50 FLASHING ARROW SIGN | | | 0073 801-06775 LUMP| 59879.03000 59879.03| 129113.00000 129113.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,261,178.98 ROUTE : 70 CALL ORDER : 401 CONTRACT ID : B -26921-A COUNTIES : HENDRICKS LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 |(2) 35-1128289 |(3) 35-1917625 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 802-03821 4.000 EACH| 353.25000 1413.00| 148.00000 592.00| 351.10000 1404.40 SIGN, SHEET WITH LEGEND | | | 0075 805-01842 6.000 EACH| 608.17000 3649.02| 600.00000 3600.00| 605.00000 3630.00 HANDHOLE, SIGNAL | | | 0076 805-06592 7407.000 LFT | 7.13000 52811.91| 7.00000 51849.00| 7.30000 54071.10 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0077 805-78746 205.000 LFT | 16.54000 3390.70| 15.50000 3177.50| 16.93000 3470.65 PREFORMED LOOP DETECTORS | | | 0078 805-86900 10.000 EACH| 269.95000 2699.50| 270.00000 2700.00| 276.00000 2760.00 JUNCTION BOX LIGHTING, 12 IN X 12 IN X | | | 6 IN | | | 0079 805-86900 5.000 EACH| 608.17000 3040.85| 600.00000 3000.00| 622.00000 3110.00 JUNCTION BOX SIGNAL, 2 FT X 2 FT, FULL | | | 0080 805-86900 2.000 EACH| 608.17000 1216.34| 600.00000 1200.00| 622.00000 1244.00 JUNCTION BOX SIGNAL, 2 FT X 2 FT, | | | PARTIAL | | | 0081 807-78590 2.000 EACH| 608.17000 1216.34| 600.00000 1200.00| 622.00000 1244.00 HANDHOLE | | | 0082 808-06716 6422.000 LFT | 0.38000 2440.36| 0.40000 2568.80| 0.40000 2568.80 LINE, REMOVE | | | 0083 808-75996 53.000 EACH| 14.45000 765.85| 11.00000 583.00| 8.50000 450.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0084 108-01614 LUMP| 10818.42000 10818.42| 9600.00000 9600.00| 9500.00000 9500.00 PARTNERING OVERHEAD | | | 0085 702-51100 6176.500 LBS | 1.72000 10623.58| 3.60000 22235.40| 3.00000 18529.50 DRAIN PIPE, CAST IRON, 6 IN. | | | 0086 702-51110 3864.500 LBS | 1.56000 6028.62| 1.71000 6608.30| 3.00000 11593.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0087 202-02241 8527.000 LFT | 1.60000 13643.20| 1.61000 13728.47| 1.50000 12790.50 GUARDRAIL, REMOVE | | | SECTION TOTALS | $ 8,649,235.51| $ 8,750,384.20| $ 9,662,956.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,649,235.51| $ 8,750,384.20| $ 9,662,956.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 401 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,261,178.98 ROUTE : 70 CALL ORDER : 401 CONTRACT ID : B -26921-A COUNTIES : HENDRICKS LETTING DATE : 06/17/03 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 NEW BRIDGE | | | 0001 105-06845 LUMP| 100000.00000 100000.00| 45000.00000 45000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07570 20.000 MOS | 900.00000 18000.00| 800.00000 16000.00| FIELD OFFICE , FURNITURE AND EQUIPMENT | | | ONLY | | | 0003 110-01001 LUMP| 490000.00000 490000.00| 475000.00000 475000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 1.000 EACH| 94000.00000 94000.00| 148000.00000 148000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 6A | | | 0005 203-02000 3777.000 CYS | 7.25000 27383.25| 12.00000 45324.00| EXCAVATION, COMMON | | | 0006 203-02070 12247.000 CYS | 5.00000 61235.00| 12.00000 146964.00| BORROW | | | 0007 206-51230 1263.200 CYS | 12.00000 15158.40| 35.00000 44212.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0008 211-02050 36421.100 CYS | 17.00000 619158.70| 16.00000 582737.60| B BORROW | | | 0009 211-06467 1192.600 CYS | 40.00000 47704.00| 45.00000 53667.00| AGGREGATE FOR END BENT BACKFILL | | | 0010 211-07454 25985.300 CYS | 17.00000 441750.10| 17.00000 441750.10| STRUCTURE BACKFILL | | | 0011 302-06464 670.100 CYS | 45.00000 30154.50| 45.00000 30154.50| SUBBASE FOR PCCP | | | 0012 503-05310 1186.100 LFT | 100.00000 118610.00| 100.00000 118610.00| TERMINAL JOINT | | | 0013 601-06246 2.000 EACH| 34500.00000 69000.00| 34000.00000 68000.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0014 601-06454 2.000 EACH| 15000.00000 30000.00| 15000.00000 30000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0015 601-99105 50.000 LFT | 12.50000 625.00| 14.00000 700.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 602-06639 400.000 LFT | 13.00000 5200.00| 31.00000 12400.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 1000.000 LFT | 13.00000 13000.00| 30.00000 30000.00| TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 72.000 EACH| 8.25000 594.00| 9.00000 648.00| BARRIER DELINEATOR | | | 0019 610-06263 3995.800 SYS | 55.00000 219769.00| 75.00000 299685.00| REINFORCED CONCRETE BRIDGE APPROACH, 15 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 401 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,261,178.98 ROUTE : 70 CALL ORDER : 401 CONTRACT ID : B -26921-A COUNTIES : HENDRICKS LETTING DATE : 06/17/03 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 616-02320 2823.000 SYS | 3.50000 9880.50| 2.00000 5646.00| GEOTEXTILES | | | 0021 616-06405 1386.000 TON | 20.00000 27720.00| 28.00000 38808.00| RIPRAP, REVETMENT | | | 0022 701-02936 1145.200 LFT | 35.00000 40082.00| 35.00000 40082.00| PILE, STEEL H, HP 14 X 89 | | | 0023 701-04732 14182.000 LFT | 45.00000 638190.00| 40.00000 567280.00| PILE , CONCRETE, STEEL SHELL ENCASED, | | | 0.5 IN., 14 IN. | | | 0024 701-04732 4019.800 LFT | 55.00000 221089.00| 45.00000 180891.00| PILE , REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 0.5 IN., 14 IN. | | | 0025 701-04732 2688.600 LFT | 25.00000 67215.00| 16.00000 43017.60| PILE SLEEVES | | | 0026 701-06011 7.000 EACH| 1750.00000 12250.00| 700.00000 4900.00| DYNAMIC PILE LOAD TEST | | | 0027 701-06012 7.000 EACH| 1250.00000 8750.00| 700.00000 4900.00| TEST PILE, RESTRIKE | | | 0028 701-06027 7.000 EACH| 1250.00000 8750.00| 700.00000 4900.00| TEST PILE | | | 0029 701-51160 1229.600 LFT | 35.00000 43036.00| 38.00000 46724.80| PILE, STEEL SHELL, 14 IN. ,0.312 IN. | | | 0030 701-51195 688.700 LFT | 32.00000 22038.40| 28.00000 19283.60| PILE, STEEL H, HP 12 X 53 | | | 0031 701-91792 46.000 EACH| 90.00000 4140.00| 125.00000 5750.00| PILE TIP, STEEL H | | | 0032 701-99086 414.000 EACH| 150.00000 62100.00| 165.00000 68310.00| PILE TIP, STEEL SHELL | | | 0035 702-51005 116.600 CYS | 500.00000 58300.00| 375.00000 43725.00| CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51015 379.500 CYS | 300.00000 113850.00| 250.00000 94875.00| CONCRETE, B, FOOTINGS | | | 0037 702-94139 1607.600 CYS | 475.00000 763610.00| 450.00000 723420.00| CONCRETE, A, ABOVE FOOTINGS | | | 0038 703-51030 388391.000 LBS | 0.55000 213615.05| 0.50000 194195.50| REINFORCING STEEL | | | 0039 703-51032 1146732.000 LBS | 0.62000 710973.84| 0.60000 688039.20| REINFORCING STEEL, EPOXY COATED | | | 0040 704-05892 3615.500 CYS | 315.00000 1138882.50| 300.00000 1084650.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0041 704-51002 1302.300 CYS | 315.00000 410224.50| 425.00000 553477.50| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 401 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,261,178.98 ROUTE : 70 CALL ORDER : 401 CONTRACT ID : B -26921-A COUNTIES : HENDRICKS LETTING DATE : 06/17/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 706-05732 14.000 EACH| 1200.00000 16800.00| 1550.00000 21700.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-05734 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0044 706-51020 227.100 CYS | 300.00000 68130.00| 590.00000 133989.00| CONCRETE, C, RAILING | | | 0045 707-05983 749.500 LFT | 100.00000 74950.00| 100.00000 74950.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 36 IN. X 12 IN. | | | 0046 707-05985 863.500 LFT | 125.00000 107937.50| 140.00000 120890.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 54 IN. X 20 IN. | | | 0048 707-06404 2031.000 LFT | 175.00000 355425.00| 175.00000 355425.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM ,84 IN. X 60 IN. | | | 0049 707-07605 9566.800 LFT | 125.00000 1195850.00| 142.00000 1358485.60| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0050 709-51821 LUMP| 6700.00000 6700.00| 7000.00000 7000.00| SURFACE SEAL , STR. NO. 1 | | | 0051 709-51821 LUMP| 8700.00000 8700.00| 10000.00000 10000.00| SURFACE SEAL , STR. NO. 2 | | | 0052 709-51821 LUMP| 29000.00000 29000.00| 31000.00000 31000.00| SURFACE SEAL , STR. NO. 3 | | | 0053 709-51821 LUMP| 9500.00000 9500.00| 8000.00000 8000.00| SURFACE SEAL , STR. NO. 4 | | | 0054 709-51821 LUMP| 6700.00000 6700.00| 9500.00000 9500.00| SURFACE SEAL , STR. NO. 5 | | | 0055 709-51821 LUMP| 3400.00000 3400.00| 3000.00000 3000.00| SURFACE SEAL , STR. NO. 6 | | | 0056 711-51070 28.000 EACH| 110.00000 3080.00| 75.00000 2100.00| ANCHOR PLATE, AP 1 MODIFIED | | | 0058 715-05407 1541.000 LFT | 11.00000 16951.00| 12.00000 18492.00| PIPE, END BENT DRAIN, 6 IN. | | | 0059 724-51925 441.600 LFT | 105.00000 46368.00| 100.00000 44160.00| STRUCTURAL EXPANSION JOINT, SS | | | 0060 728-98377 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| MASONRY COATING , STR. NO. 1 | | | 0061 728-98377 LUMP| 2300.00000 2300.00| 2500.00000 2500.00| MASONRY COATING , STR. NO. 2 | | | 0062 728-98377 LUMP| 26000.00000 26000.00| 25000.00000 25000.00| MASONRY COATING , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 401 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,261,178.98 ROUTE : 70 CALL ORDER : 401 CONTRACT ID : B -26921-A COUNTIES : HENDRICKS LETTING DATE : 06/17/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 731-93945 37813.100 SFT | 11.00000 415944.10| 14.00000 529383.40| FACE PANELS, CONCRETE | | | 0064 731-93946 37813.100 SFT | 7.50000 283598.25| 6.00000 226878.60| WALL ERECTION | | | 0065 731-93947 1621.300 LFT | 17.00000 27562.10| 50.00000 81065.00| LEVELING PAD, CONCRETE | | | 0066 801-04165 52.000 EACH| 110.00000 5720.00| 73.00000 3796.00| CONSTRUCTION DRUM, LEAVE IN PLACE | | | 0067 801-06203 4344.000 LFT | 0.55000 2389.20| 0.25000 1086.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0068 801-06586 330.000 LFT | 1.60000 528.00| 0.40000 132.00| TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0069 801-06639 40.000 LFT | 18.00000 720.00| 31.00000 1240.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0070 801-06639 900.000 LFT | 18.00000 16200.00| 45.00000 40500.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | LEAVE IN PLACE | | | 0071 801-06640 15.000 EACH| 175.00000 2625.00| 150.00000 2250.00| CONSTRUCTION SIGN, A | | | 0072 801-06710 30.000 DAY | 25.00000 750.00| 15.00000 450.00| FLASHING ARROW SIGN | | | 0073 801-06775 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0074 802-03821 4.000 EACH| 140.00000 560.00| 140.00000 560.00| SIGN, SHEET WITH LEGEND | | | 0075 805-01842 6.000 EACH| 575.00000 3450.00| 1000.00000 6000.00| HANDHOLE, SIGNAL | | | 0076 805-06592 7407.000 LFT | 6.75000 49997.25| 7.00000 51849.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0077 805-78746 205.000 LFT | 16.00000 3280.00| 16.00000 3280.00| PREFORMED LOOP DETECTORS | | | 0078 805-86900 10.000 EACH| 275.00000 2750.00| 260.00000 2600.00| JUNCTION BOX LIGHTING, 12 IN X 12 IN X | | | 6 IN | | | 0079 805-86900 5.000 EACH| 575.00000 2875.00| 600.00000 3000.00| JUNCTION BOX SIGNAL, 2 FT X 2 FT, FULL | | | 0080 805-86900 2.000 EACH| 575.00000 1150.00| 600.00000 1200.00| JUNCTION BOX SIGNAL, 2 FT X 2 FT, | | | PARTIAL | | | 0081 807-78590 2.000 EACH| 575.00000 1150.00| 600.00000 1200.00| HANDHOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 401 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,261,178.98 ROUTE : 70 CALL ORDER : 401 CONTRACT ID : B -26921-A COUNTIES : HENDRICKS LETTING DATE : 06/17/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 808-06716 6422.000 LFT | 1.00000 6422.00| 0.40000 2568.80| LINE, REMOVE | | | 0083 808-75996 53.000 EACH| 15.00000 795.00| 16.00000 848.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0084 108-01614 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| PARTNERING OVERHEAD | | | 0085 702-51100 6176.500 LBS | 7.00000 43235.50| 3.00000 18529.50| DRAIN PIPE, CAST IRON, 6 IN. | | | 0086 702-51110 3864.500 LBS | 2.50000 9661.25| 3.50000 13525.75| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0087 202-02241 8527.000 LFT | 1.50000 12790.50| 1.50000 12790.50| GUARDRAIL, REMOVE | | | SECTION TOTALS | $ 9,886,483.39| $ 10,251,651.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,886,483.39| $ 10,251,651.55| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 590,930.99 ROUTE : VARIOUS CALL ORDER : 411 CONTRACT ID : B -26974-A COUNTIES : VARIOUS LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9990AD SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 491,488.20 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 504,614.08 102.6706% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1582109 | |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE MAINTENANCE AND JOINT REPAIR | | | 0001 105-04655 4.000 MOS | 610.00000 2440.00| 900.00000 3600.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-07038 9.000 MOS | 1930.00000 17370.00| 3325.00000 29925.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 24470.00000 24470.00| 22500.00000 22500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 599.000 SYS | 31.00000 18569.00| 16.50000 9883.50| PAVEMENT, REMOVE CONCRETE APPROACH SLAB,| | | 10 IN. | | | 0005 202-60820 2193.000 SYS | 7.70000 16886.10| 5.00000 10965.00| SURFACE MILLING, ASPHALT | | | 0006 303-01180 194.000 TON | 28.00000 5432.00| 37.00000 7178.00| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 1.000 TON | 730.00000 730.00| 132.68000 132.68| HMA PATCHING, TYPE B AT TERMINAL JOINT, | | | 2-3 INCHES DEPTH | | | 0008 402-07433 241.000 TON | 84.00000 20244.00| 84.00000 20244.00| HMA SURFACE, TYPE B | | | 0009 406-05521 2202.000 SYS | 0.75000 1651.50| 0.75000 1651.50| ASPHALT FOR TACK COAT | | | 0010 610-06257 599.000 SYS | 99.00000 59301.00| 58.00000 34742.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0011 702-51863 73.000 EACH| 14.60000 1065.80| 9.00000 657.00| FIELD DRILLED HOLE IN CONCRETE | | | 0012 703-51030 14113.000 LBS | 0.70000 9879.10| 1.00000 14113.00| REINFORCING STEEL | | | 0013 724-03276 2145.000 LFT | 57.70000 123766.50| 114.50000 245602.50| EXPANSION JOINT SEALING SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 590,930.99 ROUTE : VARIOUS CALL ORDER : 411 CONTRACT ID : B -26974-A COUNTIES : VARIOUS LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1582109 | |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-04308 4.000 EACH| 410.00000 1640.00| 50.00000 200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0015 801-06207 3372.000 LFT | 1.70000 5732.40| 0.95000 3203.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06209 832.000 LFT | 1.90000 1580.80| 1.85000 1539.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN. BLOCKOUT TAPE | | | 0017 801-06625 40.000 EACH| 120.00000 4800.00| 80.00000 3200.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0018 801-06640 158.000 EACH| 160.00000 25280.00| 55.00000 8690.00| CONSTRUCTION SIGN, A | | | 0019 801-06645 2.000 EACH| 170.00000 340.00| 50.00000 100.00| CONSTRUCTION SIGN, B | | | 0020 801-06710 66.000 DAY | 190.00000 12540.00| 18.00000 1188.00| FLASHING ARROW SIGN | | | 0021 801-06775 LUMP| 3070.00000 3070.00| 700.00000 700.00| MAINTAINING TRAFFIC STR #01 | | | 0022 801-06775 LUMP| 1260.00000 1260.00| 300.00000 300.00| MAINTAINING TRAFFIC STR #02 | | | 0023 801-06775 LUMP| 1260.00000 1260.00| 300.00000 300.00| MAINTAINING TRAFFIC STR #03 | | | 0024 801-06775 LUMP| 1300.00000 1300.00| 500.00000 500.00| MAINTAINING TRAFFIC STR #04 | | | 0025 801-06775 LUMP| 7250.00000 7250.00| 3500.00000 3500.00| MAINTAINING TRAFFIC STR #05 | | | 0026 801-06775 LUMP| 7250.00000 7250.00| 3500.00000 3500.00| MAINTAINING TRAFFIC STR #06 | | | 0027 801-06775 LUMP| 2410.00000 2410.00| 900.00000 900.00| MAINTAINING TRAFFIC STR #07 | | | 0028 801-06775 LUMP| 2410.00000 2410.00| 900.00000 900.00| MAINTAINING TRAFFIC STR #08 | | | 0029 801-06775 LUMP| 2410.00000 2410.00| 800.00000 800.00| MAINTAINING TRAFFIC STR #09 | | | 0030 801-06775 LUMP| 4160.00000 4160.00| 100.00000 100.00| MAINTAINING TRAFFIC STR #10 | | | 0031 801-06775 LUMP| 8580.00000 8580.00| 3500.00000 3500.00| MAINTAINING TRAFFIC STR #11 | | | 0032 801-06775 LUMP| 8580.00000 8580.00| 3500.00000 3500.00| MAINTAINING TRAFFIC STR #12 | | | 0033 801-06775 LUMP| 8580.00000 8580.00| 3500.00000 3500.00| MAINTAINING TRAFFIC STR #13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 590,930.99 ROUTE : VARIOUS CALL ORDER : 411 CONTRACT ID : B -26974-A COUNTIES : VARIOUS LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1582109 | |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06775 LUMP| 8580.00000 8580.00| 3500.00000 3500.00| MAINTAINING TRAFFIC STR #14 | | | 0035 801-06775 LUMP| 8580.00000 8580.00| 3500.00000 3500.00| MAINTAINING TRAFFIC STR #15 | | | 0036 801-06775 LUMP| 8580.00000 8580.00| 3500.00000 3500.00| MAINTAINING TRAFFIC STR #16 | | | 0037 801-07118 96.000 LFT | 41.00000 3936.00| 6.00000 576.00| BARRICADE, III-A | | | 0038 801-07119 48.000 LFT | 25.00000 1200.00| 6.50000 312.00| BARRICADE, III-B | | | 0039 808-06695 770.000 LFT | 1.00000 770.00| 0.39000 300.30| LINE, PAINT, SOLID, WHITE, 5 IN. | | | 0040 808-75001 180.000 LFT | 1.00000 180.00| 0.39000 70.20| LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0041 808-75046 1020.000 LFT | 1.00000 1020.00| 0.39000 397.80| LINE, PAINT, SOLID, YELLOW, 5 IN. | | | 0042 202-51368 92.000 SYS | 15.00000 1380.00| 81.50000 7498.00| SLOPEWALL, REMOVE | | | 0043 211-02050 165.000 CYS | 38.00000 6270.00| 45.00000 7425.00| B BORROW | | | 0044 213-52830 105.000 CYS | 160.00000 16800.00| 110.00000 11550.00| FLOWABLE MORTAR | | | 0045 607-06175 20.000 LFT | 64.00000 1280.00| 55.00000 1100.00| GUTTER, CONCRETE | | | 0046 616-51367 92.000 SYS | 87.00000 8004.00| 90.00000 8280.00| SLOPEWALL, CONCRETE, 4 IN. | | | 0047 616-93772 12.000 EACH| 40.00000 480.00| 375.00000 4500.00| INSPECTION HOLE | | | 0048 621-01004 1.000 EACH| 800.00000 800.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06559 50.000 SYS | 2.00000 100.00| 4.00000 200.00| MULCHED SEEDING, R | | | 0050 715-04612 100.000 LFT | 37.00000 3700.00| 30.00000 3000.00| PIPE , CORRUGATED PE, S, 18 IN. | | | 0051 715-46010 1.000 EACH| 290.00000 290.00| 190.00000 190.00| PIPE END SECTION, 18 IN. | | | 0052 801-06775 LUMP| 3650.00000 3650.00| 3500.00000 3500.00| MAINTAINING TRAFFIC STR #17 | | | 0053 801-06775 LUMP| 3650.00000 3650.00| 3500.00000 3500.00| MAINTAINING TRAFFIC STR #18 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 590,930.99 ROUTE : VARIOUS CALL ORDER : 411 CONTRACT ID : B -26974-A COUNTIES : VARIOUS LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1582109 | |PIONEER ASSOCIATES, INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 491,488.20| $ 504,614.08| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 491,488.20| $ 504,614.08| ====================================================================================================================================