INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 275 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,616.09 ROUTE : US 231 CALL ORDER : 275 CONTRACT ID : B -25294-C COUNTIES : JASPER LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3737014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 519,110.01 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 524,283.20 100.9965% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 | |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 9850.00000 9850.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 3080.00000 15400.00| 2500.00000 12500.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 43000.00000 43000.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2700.00000 2700.00| 3850.00000 3850.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 235.400 m2 | 7.75000 1824.35| 18.00000 4237.20| PAVEMENT REMOVAL | | | 0006 202-02241 126.000 m | 18.25000 2299.50| 23.50000 2961.00| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 30000.00000 30000.00| 82000.00000 82000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 391.000 m3 | 13.00000 5083.00| 15.00000 5865.00| EXCAVATION, COMMON | | | 0009 203-02070 74.000 m3 | 25.00000 1850.00| 20.00000 1480.00| BORROW | | | 0010 205-06931 47.000 Mg | 55.00000 2585.00| 65.00000 3055.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 375.000 m | 5.08000 1905.00| 8.00000 3000.00| TEMPORARY SILT FENCE | | | 0012 301-07448 124.200 Mg | 21.00000 2608.20| 19.00000 2359.80| COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 306-08043 454.000 m2 | 9.88000 4485.52| 12.00000 5448.00| MILLING, TRANSITION | | | 0014 402-07433 32.000 Mg | 250.00000 8000.00| 180.00000 5760.00| HMA SURFACE, TYPE B | | | 0015 402-07438 44.000 Mg | 250.00000 11000.00| 148.00000 6512.00| HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 275 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,616.09 ROUTE : US 231 CALL ORDER : 275 CONTRACT ID : B -25294-C COUNTIES : JASPER LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 | |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-07441 319.000 Mg | 95.00000 30305.00| 98.00000 31262.00| HMA BASE, TYPE B | | | 0017 402-07451 0.700 Mg | 900.00000 630.00| 850.00000 595.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0018 406-05520 0.300 Mg | 600.00000 180.00| 2675.00000 802.50| ASPHALT FOR TACK COAT | | | 0019 503-05310 25.000 m | 375.00000 9375.00| 350.00000 8750.00| TERMINAL JOINT | | | 0020 601-01522 2.000 EACH| 1400.00000 2800.00| 1700.00000 3400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-04746 2.000 EACH| 6300.00000 12600.00| 7100.00000 14200.00| ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-06234 1.000 EACH| 14950.00000 14950.00| 16000.00000 16000.00| IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0023 601-06238 1.000 EACH| 33250.00000 33250.00| 36450.00000 36450.00| IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0024 601-06417 1.000 EACH| 7500.00000 7500.00| 8000.00000 8000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, TL-2 | | | 0025 601-06421 1.000 EACH| 15000.00000 15000.00| 16750.00000 16750.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, TL-3 | | | 0026 601-94689 4.000 EACH| 1900.00000 7600.00| 2200.00000 8800.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 800.00000 800.00| 1000.00000 1000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 26.670 m | 34.00000 906.78| 38.00000 1013.46| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06639 74.000 m | 71.00000 5254.00| 75.00000 5550.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06646 35.000 m | 52.00000 1820.00| 72.00000 2520.00| TEMPORARY CONCRETE BARRIER | | | 0031 602-06729 4.000 EACH| 5.00000 20.00| 12.00000 48.00| BARRIER DELINEATOR | | | 0032 609-06257 396.100 m2 | 64.00000 25350.40| 57.00000 22577.70| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 616-02320 140.000 m2 | 2.30000 322.00| 6.00000 840.00| GEOTEXTILES | | | 0034 616-06405 88.000 Mg | 32.12000 2826.56| 26.00000 2288.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 275 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,616.09 ROUTE : US 231 CALL ORDER : 275 CONTRACT ID : B -25294-C COUNTIES : JASPER LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 | |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-01004 1.000 EACH| 350.00000 350.00| 900.00000 900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06559 268.000 m2 | 3.64000 975.52| 2.85000 763.80| MULCHED SEEDING, R | | | 0037 701-51210 9.600 m | 375.00000 3600.00| 510.00000 4896.00| PILE ENCASEMENT, CONCRETE | | | 0038 703-51030 2018.000 kg | 1.95000 3935.10| 1.23000 2482.14| REINFORCING STEEL | | | 0039 703-51032 21948.000 kg | 1.80000 39506.40| 1.35000 29629.80| REINFORCING STEEL, EPOXY COATED | | | 0040 703-97703 314.000 EACH| 16.00000 5024.00| 12.00000 3768.00| THREADED BAR SPLICE, EPOXY COATED | | | 0041 704-51002 100.800 m3 | 1000.00000 100800.00| 565.00000 56952.00| CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 4.400 m3 | 800.00000 3520.00| 900.00000 3960.00| CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 2850.00000 2850.00| 5200.00000 5200.00| SURFACE SEAL | | | 0045 710-51870 2.000 m2 | 1200.00000 2400.00| 800.00000 1600.00| REPOINTING MASONRY IN STRUCTURES | | | 0046 801-01851 LUMP| 20300.00000 20300.00| 26200.00000 26200.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0047 801-06207 1812.000 m | 2.60000 4711.20| 4.00000 7248.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06218 14.400 m | 14.95000 215.28| 18.00000 259.20| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0049 801-06640 23.000 EACH| 79.00000 1817.00| 100.00000 2300.00| CONSTRUCTION SIGN, A | | | 0050 801-06645 4.000 EACH| 27.00000 108.00| 50.00000 200.00| CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 1859.00000 1859.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0052 801-07118 16.000 m | 31.64000 506.24| 39.00000 624.00| BARRICADE, III-A | | | 0053 801-97643 21.600 m | 24.79000 535.46| 16.00000 345.60| TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 275 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,616.09 ROUTE : US 231 CALL ORDER : 275 CONTRACT ID : B -25294-C COUNTIES : JASPER LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 | |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06712 64.000 m | 1.18000 75.52| 1.75000 112.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0055 808-06713 376.000 m | 1.18000 443.68| 1.75000 658.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06716 230.000 m | 1.51000 347.30| 2.00000 460.00| LINE, REMOVE | | | SECTION TOTALS | $ 519,110.01| $ 524,283.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 519,110.01| $ 524,283.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 135 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0248021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1549010 MCALISTER EXCAVATING CO $ 3,063,422.59 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,265,610.28 106.6000% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 3,363,004.20 109.7793% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,480,783.27 113.6239% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,937,643.39 128.5373% ==================================================================================================================================== |(1) 35-1549010 |(2) 35-2040801 |(3) 35-1385672 |MCALISTER EXCAVATING CO |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, COMPOSITE CONTINUOUS PRESTRESSED CONCRETE BULB T-BEAM | | | 0001 105-06845 LUMP| 38500.00000 38500.00| 20000.00000 20000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 30.000 MOS | 1500.00000 45000.00| 1200.00000 36000.00| 1229.00000 36870.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 153000.00000 153000.00| 160000.00000 160000.00| 165000.00000 165000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 49500.00000 49500.00| 16000.00000 16000.00| 66927.00000 66927.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 52000.00000 52000.00| 70000.00000 70000.00| 75174.00000 75174.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 9.100 m | 33.00000 300.30| 56.00000 509.60| 218.00000 1983.80 PIPE, REMOVE | | | 0007 203-02000 4906.400 m3 | 7.50000 36798.00| 5.50000 26985.20| 9.97000 48916.81 EXCAVATION, COMMON | | | 0008 203-02070 22200.000 m3 | 10.50000 233100.00| 10.00000 222000.00| 13.29000 295038.00 BORROW | | | 0009 203-51223 490.000 m3 | 12.00000 5880.00| 14.00000 6860.00| 15.52000 7604.80 EXCAVATION, WATERWAY | | | 0010 204-02290 2.000 EACH| 900.00000 1800.00| 420.00000 840.00| 997.00000 1994.00 SETTLEMENT PLATE | | | 0011 205-04931 1.000 EACH| 500.00000 500.00| 850.00000 850.00| 3334.00000 3334.00 SEDIMENT TRAP | | | 0012 205-06931 217.000 Mg | 21.50000 4665.50| 25.00000 5425.00| 32.65000 7085.05 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06937 402.000 m | 5.40000 2170.80| 5.00000 2010.00| 9.90000 3979.80 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-2040801 |(3) 35-1385672 |MCALISTER EXCAVATING CO |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51220 544.000 m3 | 230.00000 125120.00| 75.00000 40800.00| 21.04000 11445.76 EXCAVATION, WET | | | 0015 207-07498 3157.600 m2 | 5.00000 15788.00| 6.50000 20524.40| 6.43000 20303.37 SUBGRADE TREATMENT, TYPE A | | | 0016 207-07503 1434.000 m2 | 8.80000 12619.20| 6.50000 9321.00| 11.38000 16318.92 SUBGRADE TREATMENT, TYPE E | | | 0017 211-02050 4675.000 m3 | 17.79000 83168.25| 25.00000 116875.00| 21.34000 99764.50 B BORROW | | | 0018 211-06467 105.000 m3 | 44.00000 4620.00| 60.00000 6300.00| 47.57000 4994.85 AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 62.000 m3 | 28.00000 1736.00| 40.00000 2480.00| 35.45000 2197.90 STRUCTURE BACKFILL | | | 0020 301-07448 4538.000 Mg | 16.25000 73742.50| 19.00000 86222.00| 16.50000 74877.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 306-08043 216.000 m2 | 10.25000 2214.00| 12.00000 2592.00| 6.95000 1501.20 MILLING, TRANSITION | | | 0022 401-06264 LUMP| 2750.00000 2750.00| 4500.00000 4500.00| 2430.00000 2430.00 PROFILOGRAPH, HMA | | | 0023 401-07321 557.000 Mg | 56.00000 31192.00| 46.50000 25900.50| 52.31000 29136.67 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07390 925.000 Mg | 43.50000 40237.50| 44.00000 40700.00| 40.69000 37638.25 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0025 401-07423 1987.000 Mg | 39.00000 77493.00| 38.50000 76499.50| 36.81000 73141.47 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0026 401-07429 1175.000 Mg | 44.50000 52287.50| 43.00000 50525.00| 42.14000 49514.50 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0027 402-07432 361.000 Mg | 51.00000 18411.00| 46.00000 16606.00| 47.71000 17223.31 HMA SURFACE, TYPE A | | | 0028 402-07435 1675.000 Mg | 38.00000 63650.00| 40.50000 67837.50| 35.12000 58826.00 HMA INTERMEDIATE, TYPE A | | | 0029 402-07440 383.000 Mg | 46.00000 17618.00| 47.50000 18192.50| 43.35000 16603.05 HMA BASE, TYPE A | | | 0030 404-05511 2126.000 m2 | 2.75000 5846.50| 2.00000 4252.00| 2.42000 5144.92 SEAL COAT, 2 | | | 0031 405-05517 12.400 Mg | 345.00000 4278.00| 440.00000 5456.00| 305.16000 3783.98 ASPHALT FOR PRIME COAT | | | 0032 406-05520 8.100 Mg | 220.00000 1782.00| 320.00000 2592.00| 193.75000 1569.38 ASPHALT FOR TACK COAT | | | 0033 601-01522 4.000 EACH| 1325.00000 5300.00| 1250.00000 5000.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-94689 4.000 EACH| 1900.00000 7600.00| 1850.00000 7400.00| 3995.00000 15980.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-2040801 |(3) 35-1385672 |MCALISTER EXCAVATING CO |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-97080 1.000 EACH| 2175.00000 2175.00| 2000.00000 2000.00| 3475.00000 3475.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 219.075 m | 32.00000 7010.40| 30.00000 6572.25| 63.25000 13856.49 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0037 602-06729 20.000 EACH| 10.00000 200.00| 8.00000 160.00| 25.00000 500.00 BARRIER DELINEATOR | | | 0038 609-06259 358.800 m2 | 61.00000 21886.80| 65.00000 23322.00| 68.92000 24728.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 610-07486 177.000 Mg | 95.00000 16815.00| 66.00000 11682.00| 85.25000 15089.25 HMA FOR APPROACHES, TYPE A | | | 0040 611-06497 12.000 EACH| 181.50000 2178.00| 170.00000 2040.00| 290.00000 3480.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 615-06490 30.000 EACH| 115.00000 3450.00| 110.00000 3300.00| 202.00000 6060.00 RIGHT OF WAY MARKER | | | 0043 615-06505 9.000 EACH| 430.00000 3870.00| 400.00000 3600.00| 890.00000 8010.00 MONUMENT, B | | | 0044 615-06510 2.000 EACH| 410.00000 820.00| 385.00000 770.00| 870.00000 1740.00 MONUMENT, C | | | 0045 616-02320 4178.300 m2 | 2.50000 10445.75| 2.50000 10445.75| 1.76000 7353.81 GEOTEXTILES | | | 0046 616-05689 4763.000 Mg | 20.35000 96927.05| 30.00000 142890.00| 18.96000 90306.48 RIPRAP, CLASS 2 | | | 0047 616-06451 782.000 Mg | 18.50000 14467.00| 26.00000 20332.00| 17.13000 13395.66 RIPRAP, UNIFORM | | | 0048 621-01004 4.000 EACH| 650.00000 2600.00| 625.00000 2500.00| 615.00000 2460.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02770 2207.000 m2 | 1.70000 3751.90| 1.60000 3531.20| 1.55000 3420.85 EROSION CONTROL BLANKET | | | 0050 621-06545 1.300 Mg | 577.50000 750.75| 530.00000 689.00| 525.00000 682.50 FERTILIZER | | | 0051 621-06548 12.560 kg | 68.00000 854.08| 65.00000 816.40| 62.00000 778.72 SEED MIXTURE, CV | | | 0052 621-06553 248.000 kg | 7.00000 1736.00| 6.50000 1612.00| 6.45000 1599.60 SEED MIXTURE, R | | | 0053 621-06557 26.720 kg | 9.60000 256.51| 9.00000 240.48| 8.90000 237.81 SEED MIXTURE, T | | | 0054 621-06565 7.190 Mg | 460.00000 3307.40| 435.00000 3127.65| 430.00000 3091.70 MULCHING MATERIAL | | | 0055 621-06567 65.500 kL | 1.00000 65.50| 1.00000 65.50| 1.00000 65.50 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-2040801 |(3) 35-1385672 |MCALISTER EXCAVATING CO |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06574 752.600 m2 | 3.60000 2709.36| 3.50000 2634.10| 3.20000 2408.32 SODDING | | | 0057 621-06575 2960.000 m2 | 3.60000 10656.00| 3.50000 10360.00| 3.20000 9472.00 SODDING, NURSERY | | | 0058 622-52436 6.000 EACH| 34.00000 204.00| 32.00000 192.00| 31.00000 186.00 SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 890.000 EACH| 7.00000 6230.00| 6.50000 5785.00| 6.45000 5740.50 SEEDLING | | | 0060 701-02936 816.900 m | 91.00000 74337.90| 150.00000 122535.00| 173.22000 141503.42 PILE, STEEL H, HP 360 X 132 | | | 0061 701-06011 1.000 EACH| 10000.00000 10000.00| 1750.00000 1750.00| 6958.62000 6958.62 DYNAMIC PILE LOAD TEST | | | 0062 701-51195 953.200 m | 82.50000 78639.00| 100.00000 95320.00| 103.32000 98484.62 PILE, STEEL H, HP 310 X 79 | | | 0063 701-91792 114.000 EACH| 100.00000 11400.00| 125.00000 14250.00| 96.45000 10995.30 PILE TIP, STEEL H | | | 0064 702-51005 837.200 m3 | 390.00000 326508.00| 350.00000 293020.00| 354.00000 296368.80 CONCRETE, A, SUBSTRUCTURE | | | 0065 702-51015 103.800 m3 | 360.00000 37368.00| 600.00000 62280.00| 2122.21000 220285.40 CONCRETE, B, FOOTINGS | | | 0066 702-51100 156.000 kg | 7.50000 1170.00| 10.00000 1560.00| 12.73000 1985.88 DRAIN PIPE, CAST IRON, 150 mm | | | 0067 702-51110 584.000 kg | 6.50000 3796.00| 10.00000 5840.00| 4.06000 2371.04 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0068 703-51030 28023.000 kg | 1.15000 32226.45| 1.25000 35028.75| 1.35000 37831.05 REINFORCING STEEL | | | 0069 703-51032 107283.000 kg | 1.30000 139467.90| 1.40000 150196.20| 1.45000 155560.35 REINFORCING STEEL, EPOXY COATED | | | 0070 704-51002 494.100 m3 | 468.00000 231238.80| 550.00000 271755.00| 490.53000 242370.87 CONCRETE, C, SUPERSTRUCTURE | | | 0071 704-51106 2.000 EACH| 400.00000 800.00| 250.00000 500.00| 311.12000 622.24 DECK DRAIN | | | 0072 706-03278 4.000 EACH| 1250.00000 5000.00| 1600.00000 6400.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0073 706-51020 54.200 m3 | 468.00000 25365.60| 500.00000 27100.00| 344.91000 18694.12 CONCRETE, C, RAILING | | | 0074 707-05990 438.800 m | 757.74000 332496.31| 1100.00000 482680.00| 881.61000 386850.47 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1220 mm | | | 0075 709-51821 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 8448.44000 8448.44 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-2040801 |(3) 35-1385672 |MCALISTER EXCAVATING CO |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 713-91028 LUMP| 135000.00000 135000.00| 143000.00000 143000.00| 82381.97000 82381.97 TEMPORARY RUNAROUND | | | 0077 713-99365 259.080 m | 25.30000 6554.72| 24.00000 6217.92| 23.35000 6049.52 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0078 715-02628 1.000 EACH| 250.00000 250.00| 420.00000 420.00| 928.27000 928.27 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0079 715-02629 1.000 EACH| 350.00000 350.00| 520.00000 520.00| 914.20000 914.20 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0080 715-05048 870.000 m | 9.84000 8560.80| 12.00000 10440.00| 16.00000 13920.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0081 715-05121 17.500 m | 75.00000 1312.50| 105.00000 1837.50| 166.38000 2911.65 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0082 715-05123 19.500 m | 85.00000 1657.50| 150.00000 2925.00| 181.93000 3547.64 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0083 715-05169 9.000 m | 80.00000 720.00| 90.00000 810.00| 139.34000 1254.06 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0084 715-05171 61.000 m | 75.00000 4575.00| 95.00000 5795.00| 74.32000 4533.52 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0085 715-05407 57.500 m | 34.00000 1955.00| 30.00000 1725.00| 22.59000 1298.93 PIPE, END BENT DRAIN, 150 mm | | | 0086 715-46005 1.000 EACH| 175.00000 175.00| 250.00000 250.00| 444.00000 444.00 PIPE END SECTION, 375 mm | | | 0087 715-46010 11.000 EACH| 175.00000 1925.00| 270.00000 2970.00| 524.00000 5764.00 PIPE END SECTION, 450 mm | | | 0088 715-46020 2.000 EACH| 250.00000 500.00| 320.00000 640.00| 812.00000 1624.00 PIPE END SECTION, 600 mm | | | 0089 715-91361 91.300 m | 34.00000 3104.20| 22.00000 2008.60| 37.60000 3432.88 PIPE, PVC, 150 mm | | | 0090 718-06528 4.000 EACH| 540.00000 2160.00| 335.00000 1340.00| 750.00000 3000.00 OUTLET PROTECTOR, 1 | | | 0091 718-06529 4.000 EACH| 450.00000 1800.00| 400.00000 1600.00| 550.00000 2200.00 OUTLET PROTECTOR, 2 | | | 0092 718-06531 2.000 EACH| 450.00000 900.00| 475.00000 950.00| 500.00000 1000.00 OUTLET PROTECTOR, 3 | | | 0093 718-52610 190.500 m3 | 37.80000 7200.90| 21.00000 4000.50| 38.70000 7372.35 AGGREGATE FOR UNDERDRAINS | | | 0094 724-51925 42.000 m | 290.00000 12180.00| 365.00000 15330.00| 307.57000 12917.94 STRUCTURAL EXPANSION JOINT, SS | | | 0095 801-04308 5.000 EACH| 390.50000 1952.50| 400.00000 2000.00| 295.00000 1475.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-2040801 |(3) 35-1385672 |MCALISTER EXCAVATING CO |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 801-06203 2790.000 m | 0.60000 1674.00| 1.00000 2790.00| 0.66000 1841.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0097 801-06207 312.000 m | 3.85000 1201.20| 3.00000 936.00| 3.25000 1014.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0098 801-06640 18.000 EACH| 240.00000 4320.00| 185.00000 3330.00| 130.00000 2340.00 CONSTRUCTION SIGN, A | | | 0099 801-06645 14.000 EACH| 40.00000 560.00| 60.00000 840.00| 50.00000 700.00 CONSTRUCTION SIGN, B | | | 0100 801-06649 66.000 EACH| 13.75000 907.50| 6.00000 396.00| 21.00000 1386.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0101 801-07118 39.600 m | 33.00000 1306.80| 32.00000 1267.20| 63.15000 2500.74 BARRICADE, III-A | | | 0102 801-07119 11.000 m | 33.00000 363.00| 42.00000 462.00| 68.50000 753.50 BARRICADE, III-B | | | 0103 802-05702 2.000 m | 36.00000 72.00| 33.00000 66.00| 64.67000 129.34 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0104 802-76025 1.328 m2 | 200.00000 265.60| 185.00000 245.68| 395.35000 525.02 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0105 808-06712 550.000 m | 0.48000 264.00| 0.50000 275.00| 0.79000 434.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0106 808-06713 2000.000 m | 0.48000 960.00| 0.50000 1000.00| 0.79000 1580.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0107 808-06714 1677.000 m | 0.48000 804.96| 0.50000 838.50| 0.79000 1324.83 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0108 808-75996 14.000 EACH| 14.00000 196.00| 11.00000 154.00| 5.00000 70.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0109 808-75998 84.000 EACH| 35.00000 2940.00| 30.00000 2520.00| 60.00000 5040.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0110 608-05741 22133.000 m | 2.30000 50905.90| 1.30000 28772.90| 1.98000 43823.34 WICK DRAIN | | | SECTION TOTALS | $ 3,063,422.59| $ 3,265,610.28| $ 3,363,004.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,063,422.59| $ 3,265,610.28| $ 3,363,004.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 | |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, COMPOSITE CONTINUOUS PRESTRESSED CONCRETE BULB T-BEAM | | | 0001 105-06845 LUMP| 35000.00000 35000.00| 38000.00000 38000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 30.000 MOS | 1200.00000 36000.00| 1200.00000 36000.00| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 175000.00000 175000.00| 190000.00000 190000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17500.00000 17500.00| 2000.00000 2000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 16000.00000 16000.00| 90000.00000 90000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 9.100 m | 50.00000 455.00| 100.00000 910.00| PIPE, REMOVE | | | 0007 203-02000 4906.400 m3 | 30.00000 147192.00| 17.00000 83408.80| EXCAVATION, COMMON | | | 0008 203-02070 22200.000 m3 | 16.00000 355200.00| 17.00000 377400.00| BORROW | | | 0009 203-51223 490.000 m3 | 30.00000 14700.00| 12.00000 5880.00| EXCAVATION, WATERWAY | | | 0010 204-02290 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| SETTLEMENT PLATE | | | 0011 205-04931 1.000 EACH| 2400.00000 2400.00| 800.00000 800.00| SEDIMENT TRAP | | | 0012 205-06931 217.000 Mg | 56.00000 12152.00| 60.00000 13020.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06937 402.000 m | 5.15000 2070.30| 5.25000 2110.50| TEMPORARY SILT FENCE | | | 0014 206-51220 544.000 m3 | 30.00000 16320.00| 400.00000 217600.00| EXCAVATION, WET | | | 0015 207-07498 3157.600 m2 | 10.00000 31576.00| 10.00000 31576.00| SUBGRADE TREATMENT, TYPE A | | | 0016 207-07503 1434.000 m2 | 1.50000 2151.00| 11.00000 15774.00| SUBGRADE TREATMENT, TYPE E | | | 0017 211-02050 4675.000 m3 | 26.00000 121550.00| 30.00000 140250.00| B BORROW | | | 0018 211-06467 105.000 m3 | 75.00000 7875.00| 40.00000 4200.00| AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 62.000 m3 | 26.25000 1627.50| 50.00000 3100.00| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 | |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 301-07448 4538.000 Mg | 17.40000 78961.20| 20.00000 90760.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 306-08043 216.000 m2 | 8.50000 1836.00| 14.00000 3024.00| MILLING, TRANSITION | | | 0022 401-06264 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0023 401-07321 557.000 Mg | 46.25000 25761.25| 50.00000 27850.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07390 925.000 Mg | 44.15000 40838.75| 45.00000 41625.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0025 401-07423 1987.000 Mg | 38.25000 76002.75| 40.00000 79480.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0026 401-07429 1175.000 Mg | 44.35000 52111.25| 45.00000 52875.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0027 402-07432 361.000 Mg | 46.35000 16732.35| 47.00000 16967.00| HMA SURFACE, TYPE A | | | 0028 402-07435 1675.000 Mg | 42.60000 71355.00| 42.00000 70350.00| HMA INTERMEDIATE, TYPE A | | | 0029 402-07440 383.000 Mg | 47.60000 18230.80| 37.00000 14171.00| HMA BASE, TYPE A | | | 0030 404-05511 2126.000 m2 | 2.25000 4783.50| 0.80000 1700.80| SEAL COAT, 2 | | | 0031 405-05517 12.400 Mg | 425.00000 5270.00| 325.00000 4030.00| ASPHALT FOR PRIME COAT | | | 0032 406-05520 8.100 Mg | 335.00000 2713.50| 275.00000 2227.50| ASPHALT FOR TACK COAT | | | 0033 601-01522 4.000 EACH| 1290.00000 5160.00| 1250.00000 5000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-94689 4.000 EACH| 1895.00000 7580.00| 2300.00000 9200.00| GUARDRAIL END TREATMENT, OS | | | 0035 601-97080 1.000 EACH| 2100.00000 2100.00| 1550.00000 1550.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 219.075 m | 31.00000 6791.33| 34.00000 7448.55| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0037 602-06729 20.000 EACH| 10.50000 210.00| 10.00000 200.00| BARRIER DELINEATOR | | | 0038 609-06259 358.800 m2 | 75.00000 26910.00| 65.00000 23322.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 610-07486 177.000 Mg | 69.00000 12213.00| 110.00000 19470.00| HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 | |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 611-06497 12.000 EACH| 175.00000 2100.00| 130.00000 1560.00| MAILBOX ASSEMBLY, SINGLE | | | 0042 615-06490 30.000 EACH| 110.00000 3300.00| 100.00000 3000.00| RIGHT OF WAY MARKER | | | 0043 615-06505 9.000 EACH| 415.00000 3735.00| 550.00000 4950.00| MONUMENT, B | | | 0044 615-06510 2.000 EACH| 400.00000 800.00| 550.00000 1100.00| MONUMENT, C | | | 0045 616-02320 4178.300 m2 | 2.00000 8356.60| 3.50000 14624.05| GEOTEXTILES | | | 0046 616-05689 4763.000 Mg | 35.00000 166705.00| 25.00000 119075.00| RIPRAP, CLASS 2 | | | 0047 616-06451 782.000 Mg | 40.00000 31280.00| 22.00000 17204.00| RIPRAP, UNIFORM | | | 0048 621-01004 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02770 2207.000 m2 | 1.60000 3531.20| 1.60000 3531.20| EROSION CONTROL BLANKET | | | 0050 621-06545 1.300 Mg | 550.00000 715.00| 550.00000 715.00| FERTILIZER | | | 0051 621-06548 12.560 kg | 65.00000 816.40| 65.00000 816.40| SEED MIXTURE, CV | | | 0052 621-06553 248.000 kg | 6.80000 1686.40| 7.00000 1736.00| SEED MIXTURE, R | | | 0053 621-06557 26.720 kg | 9.40000 251.17| 9.50000 253.84| SEED MIXTURE, T | | | 0054 621-06565 7.190 Mg | 450.00000 3235.50| 450.00000 3235.50| MULCHING MATERIAL | | | 0055 621-06567 65.500 kL | 1.00000 65.50| 1.00000 65.50| WATER | | | 0056 621-06574 752.600 m2 | 3.40000 2558.84| 3.50000 2634.10| SODDING | | | 0057 621-06575 2960.000 m2 | 3.40000 10064.00| 3.50000 10360.00| SODDING, NURSERY | | | 0058 622-52436 6.000 EACH| 33.00000 198.00| 35.00000 210.00| SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 890.000 EACH| 6.80000 6052.00| 7.00000 6230.00| SEEDLING | | | 0060 701-02936 816.900 m | 150.00000 122535.00| 200.00000 163380.00| PILE, STEEL H, HP 360 X 132 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 | |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 701-06011 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| DYNAMIC PILE LOAD TEST | | | 0062 701-51195 953.200 m | 90.00000 85788.00| 125.00000 119150.00| PILE, STEEL H, HP 310 X 79 | | | 0063 701-91792 114.000 EACH| 100.00000 11400.00| 75.00000 8550.00| PILE TIP, STEEL H | | | 0064 702-51005 837.200 m3 | 475.00000 397670.00| 400.00000 334880.00| CONCRETE, A, SUBSTRUCTURE | | | 0065 702-51015 103.800 m3 | 475.00000 49305.00| 300.00000 31140.00| CONCRETE, B, FOOTINGS | | | 0066 702-51100 156.000 kg | 8.00000 1248.00| 15.00000 2340.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0067 702-51110 584.000 kg | 6.00000 3504.00| 5.00000 2920.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0068 703-51030 28023.000 kg | 1.25000 35028.75| 1.30000 36429.90| REINFORCING STEEL | | | 0069 703-51032 107283.000 kg | 1.35000 144832.05| 1.50000 160924.50| REINFORCING STEEL, EPOXY COATED | | | 0070 704-51002 494.100 m3 | 400.00000 197640.00| 450.00000 222345.00| CONCRETE, C, SUPERSTRUCTURE | | | 0071 704-51106 2.000 EACH| 120.00000 240.00| 200.00000 400.00| DECK DRAIN | | | 0072 706-03278 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0073 706-51020 54.200 m3 | 450.00000 24390.00| 450.00000 24390.00| CONCRETE, C, RAILING | | | 0074 707-05990 438.800 m | 780.00000 342264.00| 1200.00000 526560.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1220 mm | | | 0075 709-51821 LUMP| 7400.00000 7400.00| 9000.00000 9000.00| SURFACE SEAL | | | 0076 713-91028 LUMP| 220000.00000 220000.00| 200000.00000 200000.00| TEMPORARY RUNAROUND | | | 0077 713-99365 259.080 m | 24.00000 6217.92| 25.00000 6477.00| GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0078 715-02628 1.000 EACH| 360.00000 360.00| 500.00000 500.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0079 715-02629 1.000 EACH| 525.00000 525.00| 650.00000 650.00| SAFETY METAL END SECTION, 6:1, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 | |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-05048 870.000 m | 10.00000 8700.00| 20.00000 17400.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0081 715-05121 17.500 m | 80.00000 1400.00| 120.00000 2100.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0082 715-05123 19.500 m | 110.00000 2145.00| 160.00000 3120.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0083 715-05169 9.000 m | 60.00000 540.00| 100.00000 900.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0084 715-05171 61.000 m | 110.00000 6710.00| 100.00000 6100.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0085 715-05407 57.500 m | 22.00000 1265.00| 40.00000 2300.00| PIPE, END BENT DRAIN, 150 mm | | | 0086 715-46005 1.000 EACH| 240.00000 240.00| 325.00000 325.00| PIPE END SECTION, 375 mm | | | 0087 715-46010 11.000 EACH| 280.00000 3080.00| 375.00000 4125.00| PIPE END SECTION, 450 mm | | | 0088 715-46020 2.000 EACH| 325.00000 650.00| 400.00000 800.00| PIPE END SECTION, 600 mm | | | 0089 715-91361 91.300 m | 35.00000 3195.50| 50.00000 4565.00| PIPE, PVC, 150 mm | | | 0090 718-06528 4.000 EACH| 740.00000 2960.00| 650.00000 2600.00| OUTLET PROTECTOR, 1 | | | 0091 718-06529 4.000 EACH| 680.00000 2720.00| 650.00000 2600.00| OUTLET PROTECTOR, 2 | | | 0092 718-06531 2.000 EACH| 630.00000 1260.00| 650.00000 1300.00| OUTLET PROTECTOR, 3 | | | 0093 718-52610 190.500 m3 | 40.00000 7620.00| 70.00000 13335.00| AGGREGATE FOR UNDERDRAINS | | | 0094 724-51925 42.000 m | 325.00000 13650.00| 450.00000 18900.00| STRUCTURAL EXPANSION JOINT, SS | | | 0095 801-04308 5.000 EACH| 415.00000 2075.00| 325.00000 1625.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06203 2790.000 m | 0.85000 2371.50| 0.70000 1953.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0097 801-06207 312.000 m | 3.10000 967.20| 3.50000 1092.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0098 801-06640 18.000 EACH| 185.00000 3330.00| 140.00000 2520.00| CONSTRUCTION SIGN, A | | | 0099 801-06645 14.000 EACH| 62.00000 868.00| 50.00000 700.00| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 287 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,221,448.45 ROUTE : STATE ROAD 56 CALL ORDER : 287 CONTRACT ID : B -26063-A COUNTIES : SWITZERLAND LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 | |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 801-06649 66.000 EACH| 5.25000 346.50| 22.00000 1452.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0101 801-07118 39.600 m | 33.00000 1306.80| 75.00000 2970.00| BARRICADE, III-A | | | 0102 801-07119 11.000 m | 42.00000 462.00| 80.00000 880.00| BARRICADE, III-B | | | 0103 802-05702 2.000 m | 35.00000 70.00| 35.00000 70.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0104 802-76025 1.328 m2 | 190.00000 252.32| 225.00000 298.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0105 808-06712 550.000 m | 0.42000 231.00| 0.85000 467.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0106 808-06713 2000.000 m | 0.42000 840.00| 0.85000 1700.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0107 808-06714 1677.000 m | 0.42000 704.34| 0.85000 1425.45| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0108 808-75996 14.000 EACH| 8.00000 112.00| 15.00000 210.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0109 808-75998 84.000 EACH| 31.00000 2604.00| 65.00000 5460.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0110 608-05741 22133.000 m | 2.10000 46479.30| 2.50000 55332.50| WICK DRAIN | | | SECTION TOTALS | $ 3,480,783.27| $ 3,937,643.39| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,480,783.27| $ 3,937,643.39| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 293 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,565.88 ROUTE : CR 1350W CALL ORDER : 293 CONTRACT ID : B -26475-A COUNTIES : JEFFERSON LETTING DATE : 12/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 396,012.70 100.0000% 2 35-1801998 CLR, INC. $ 479,194.95 121.0049% 3 61-1201949 INTECH CONTRACTING LLC $ 506,869.60 127.9932% ==================================================================================================================================== ALL BIDS REJECTED - TO BE READVERTISED INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/14/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0191019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 2,239,996.48 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 2,456,267.00 109.6549% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 2,871,663.72 128.1994% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,977,578.46 132.9278% ==================================================================================================================================== |(1) 35-1523985 |(2) 36-2231526 |(3) 35-1386990 |WIRTZ & YATES, INC. |WALSH CONSTR CO. OF ILL |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION, REPLACE SUPERSTRUCTURE AND WIDENING | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 50000.00000 50000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2000.00000 20000.00| 2000.00000 20000.00| 2500.00000 25000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 85000.00000 85000.00| 125000.00000 125000.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 653.000 SYS | 7.00000 4571.00| 12.00000 7836.00| 25.00000 16325.00 PAVEMENT REMOVAL | | | 0006 202-02241 4477.000 LFT | 2.30000 10297.10| 2.00000 8954.00| 3.25000 14550.25 GUARDRAIL, REMOVE | | | 0007 202-02277 2490.000 LFT | 5.00000 12450.00| 3.00000 7470.00| 1.50000 3735.00 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 140000.00000 140000.00| 140100.00000 140100.00| 400000.00000 400000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-91385 17.000 EACH| 290.00000 4930.00| 250.00000 4250.00| 500.00000 8500.00 INLET, REMOVE | | | 0010 203-02000 563.000 CYS | 8.00000 4504.00| 50.00000 28150.00| 9.00000 5067.00 EXCAVATION, COMMON | | | 0011 203-02070 86.000 CYS | 15.00000 1290.00| 15.00000 1290.00| 11.00000 946.00 BORROW | | | 0012 205-06931 32.000 TON | 30.00000 960.00| 62.00000 1984.00| 30.00000 960.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 66.000 LFT | 24.00000 1584.00| 19.50000 1287.00| 5.50000 363.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 2.000 EACH| 100.00000 200.00| 70.00000 140.00| 300.00000 600.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 36-2231526 |(3) 35-1386990 |WIRTZ & YATES, INC. |WALSH CONSTR CO. OF ILL |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 2276.000 LFT | 2.00000 4552.00| 2.00000 4552.00| 4.00000 9104.00 TEMPORARY SILT FENCE | | | 0016 206-51230 625.000 CYS | 25.00000 15625.00| 12.00000 7500.00| 15.00000 9375.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 206-94150 1000.000 SFT | 12.00000 12000.00| 0.10000 100.00| 19.25000 19250.00 SHEET PILING, STEEL, S 5.4 | | | 0018 207-07498 3872.000 SYS | 3.00000 11616.00| 4.53000 17540.16| 9.00000 34848.00 SUBGRADE TREATMENT, TYPE A | | | 0019 211-06467 124.000 CYS | 15.00000 1860.00| 31.71000 3932.04| 33.00000 4092.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 211-07454 124.000 CYS | 17.00000 2108.00| 35.00000 4340.00| 22.00000 2728.00 STRUCTURE BACKFILL | | | 0021 213-52830 76.000 CYS | 120.00000 9120.00| 80.00000 6080.00| 190.00000 14440.00 FLOWABLE MORTAR | | | 0022 302-07455 112.000 CYS | 20.00000 2240.00| 55.00000 6160.00| 27.00000 3024.00 DENSE GRADED SUBBASE | | | 0023 303-01180 2296.000 TON | 12.50000 28700.00| 14.00000 32144.00| 16.00000 36736.00 COMPACTED AGGREGATE, NO. 53 | | | 0024 303-02172 1721.000 TON | 13.00000 22373.00| 12.00000 20652.00| 18.00000 30978.00 TEMPORARY AGGREGATE | | | 0025 306-08043 760.000 SYS | 9.42000 7159.20| 5.00000 3800.00| 5.00000 3800.00 MILLING, TRANSITION | | | 0026 402-07432 341.000 TON | 56.00000 19096.00| 44.10000 15038.10| 58.00000 19778.00 HMA SURFACE, TYPE A | | | 0027 402-07433 901.000 TON | 53.00000 47753.00| 41.18000 37103.18| 55.00000 49555.00 HMA SURFACE, TYPE B | | | 0028 402-07438 806.000 TON | 42.00000 33852.00| 30.83000 24848.98| 42.00000 33852.00 HMA INTERMEDIATE, TYPE B | | | 0029 402-07440 988.000 TON | 44.00000 43472.00| 32.18000 31793.84| 44.00000 43472.00 HMA BASE. TYPE A | | | 0030 402-07441 1584.000 TON | 46.00000 72864.00| 32.85000 52034.40| 45.00000 71280.00 HMA BASE, TYPE B | | | 0031 402-07453 958.000 TON | 50.00000 47900.00| 36.00000 34488.00| 48.00000 45984.00 HMA FOR TEMPORARY PAVEMENT | | | 0032 405-05517 8.600 TON | 500.00000 4300.00| 405.00000 3483.00| 600.00000 5160.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 8.200 TON | 1050.00000 8610.00| 855.00000 7011.00| 1100.00000 9020.00 ASPHALT FOR TACK COAT | | | 0034 502-06329 213.000 SYS | 44.00000 9372.00| 60.00000 12780.00| 50.00000 10650.00 PCCP, 12 IN. | | | 0035 503-05310 96.000 LFT | 100.00000 9600.00| 145.00000 13920.00| 135.00000 12960.00 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 36-2231526 |(3) 35-1386990 |WIRTZ & YATES, INC. |WALSH CONSTR CO. OF ILL |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 601-01522 6.000 EACH| 1428.00000 8568.00| 1275.00000 7650.00| 1500.00000 9000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-94690 2.000 EACH| 3472.00000 6944.00| 3100.00000 6200.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, MS | | | 0038 601-97080 2.000 EACH| 2408.00000 4816.00| 2150.00000 4300.00| 2400.00000 4800.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0039 601-97803 2.000 EACH| 2128.00000 4256.00| 1900.00000 3800.00| 2200.00000 4400.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0040 601-99105 3325.000 LFT | 10.00000 33250.00| 9.00000 29925.00| 11.00000 36575.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99108 500.000 LFT | 15.50000 7750.00| 13.90000 6950.00| 16.00000 8000.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0042 601-99132 4.000 EACH| 70.00000 280.00| 55.00000 220.00| 82.00000 328.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0043 602-06729 28.000 EACH| 15.00000 420.00| 9.00000 252.00| 12.00000 336.00 BARRIER DELINEATOR | | | 0044 605-05523 2285.000 LFT | 7.00000 15995.00| 4.28000 9779.80| 8.00000 18280.00 CURB, HMA | | | 0045 609-06259 720.000 SYS | 50.00000 36000.00| 45.00000 32400.00| 52.00000 37440.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0046 611-52817 2.000 EACH| 35000.00000 70000.00| 25000.00000 50000.00| 35000.00000 70000.00 TEMPORARY CROSSOVER, B | | | 0047 616-02320 3264.000 SYS | 2.50000 8160.00| 2.00000 6528.00| 3.50000 11424.00 GEOTEXTILES | | | 0048 616-06405 2167.000 TON | 20.00000 43340.00| 25.00000 54175.00| 18.00000 39006.00 RIPRAP, REVETMENT | | | 0049 621-01004 2.000 EACH| 800.00000 1600.00| 700.00000 1400.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06545 1.000 TON | 700.00000 700.00| 652.00000 652.00| 550.00000 550.00 FERTILIZER | | | 0051 621-06553 459.000 LBS | 3.80000 1744.20| 3.42000 1569.78| 11.00000 5049.00 SEED MIXTURE, R | | | 0052 621-06557 459.000 LBS | 3.70000 1698.30| 3.32000 1523.88| 11.00000 5049.00 SEED MIXTURE, T | | | 0053 621-06565 11.000 TON | 600.00000 6600.00| 498.00000 5478.00| 535.00000 5885.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 36-2231526 |(3) 35-1386990 |WIRTZ & YATES, INC. |WALSH CONSTR CO. OF ILL |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 701-93633 1138.000 LFT | 35.00000 39830.00| 25.48000 28996.24| 50.00000 56900.00 OVERSIZED PREDRILLED PILE HOLES | | | 0055 701-98647 2788.000 LFT | 24.00000 66912.00| 29.48000 82190.24| 29.00000 80852.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0056 702-51005 355.500 CYS | 350.00000 124425.00| 575.00000 204412.50| 405.00000 143977.50 CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51015 51.200 CYS | 350.00000 17920.00| 425.00000 21760.00| 405.00000 20736.00 CONCRETE, B, FOOTINGS | | | 0058 702-51863 184.000 EACH| 5.00000 920.00| 12.00000 2208.00| 12.00000 2208.00 FIELD DRILLED HOLE IN CONCRETE | | | 0059 702-92857 179.800 CYS | 350.00000 62930.00| 550.00000 98890.00| 405.00000 72819.00 CONCRETE, C, SUBSTRUCTURE | | | 0060 703-51030 57296.000 LBS | 0.71000 40680.16| 0.61000 34950.56| 0.42000 24064.32 REINFORCING STEEL | | | 0061 703-51032 211030.000 LBS | 0.77000 162493.10| 0.68000 143500.40| 0.62000 130838.60 REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 495.400 CYS | 425.00000 210545.00| 475.00000 235315.00| 405.00000 200637.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 8.000 EACH| 1400.00000 11200.00| 1371.60000 10972.80| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 86.600 CYS | 400.00000 34640.00| 555.14000 48075.12| 490.00000 42434.00 CONCRETE, C, RAILING | | | 0065 709-51821 LUMP| 16000.00000 16000.00| 15000.00000 15000.00| 19000.00000 19000.00 SURFACE SEAL | | | 0066 710-51870 50.000 SFT | 20.00000 1000.00| 50.00000 2500.00| 75.00000 3750.00 REPOINTING MASONRY IN STRUCTURES | | | 0067 711-04121 24.000 EACH| 22.00000 528.00| 76.32000 1831.68| 600.00000 14400.00 ANCHOR BOLT, AB1 | | | 0068 711-51038 LUMP| 300000.00000 300000.00| 400000.00000 400000.00| 454000.00000 454000.00 STRUCTURAL STEEL | | | 0069 713-02478 1.000 EACH| 1200.00000 1200.00| 1050.00000 1050.00| 12300.00000 12300.00 GUARDRAIL TRANSITION, TGB, TEMPORARY | | | BRIDGE APPROACHES | | | 0070 713-02490 1.000 EACH| 50.40000 50.40| 45.00000 45.00| 175.00000 175.00 GUARDRAIL TRANSITION, VH, 12 FT. 6 IN | | | SPACING, TEMPORARY BRIDGE APPROACHES | | | 0071 713-99365 275.000 LFT | 15.84000 4356.00| 14.40000 3960.00| 13.00000 3575.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0072 715-05407 320.000 LFT | 8.00000 2560.00| 3.97000 1270.40| 12.00000 3840.00 PIPE, END BENT DRAIN, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 36-2231526 |(3) 35-1386990 |WIRTZ & YATES, INC. |WALSH CONSTR CO. OF ILL |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-46005 4.000 EACH| 140.00000 560.00| 187.21000 748.84| 150.00000 600.00 PIPE END SECTION, 15 IN. (TEMPORARY) | | | 0074 724-51925 228.000 LFT | 100.00000 22800.00| 75.30000 17168.40| 165.00000 37620.00 STRUCTURAL EXPANSION JOINT, SS | | | 0075 726-93524 24.000 EACH| 517.00000 12408.00| 428.27000 10278.48| 110.00000 2640.00 BEARING ASSEMBLY, I | | | 0076 726-93525 36.000 EACH| 565.00000 20340.00| 468.27000 16857.72| 135.00000 4860.00 BEARING ASSEMBLY, II | | | 0077 726-93526 12.000 EACH| 879.00000 10548.00| 748.27000 8979.24| 900.00000 10800.00 BEARING ASSEMBLY, III | | | 0078 801-03291 4.000 EACH| 60.00000 240.00| 59.00000 236.00| 80.00000 320.00 CONSTRUCTION SIGN, D | | | 0079 801-04308 1.000 EACH| 500.00000 500.00| 350.00000 350.00| 322.00000 322.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0080 801-06207 23660.000 LFT | 0.85000 20111.00| 0.79000 18691.40| 1.05000 24843.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0081 801-06469 5020.000 LFT | 1.52000 7630.40| 1.59000 7981.80| 1.80000 9036.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0082 801-06640 31.000 EACH| 150.00000 4650.00| 125.00000 3875.00| 135.00000 4185.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 7.000 EACH| 70.00000 490.00| 50.00000 350.00| 55.00000 385.00 CONSTRUCTION SIGN, B | | | 0084 801-06710 540.000 DAY | 17.00000 9180.00| 15.00000 8100.00| 18.00000 9720.00 FLASHING ARROW SIGN | | | 0085 801-06775 LUMP| 22000.00000 22000.00| 25000.00000 25000.00| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0086 801-07118 96.000 LFT | 10.00000 960.00| 12.00000 1152.00| 11.00000 1056.00 BARRICADE, III-A | | | 0087 801-07119 168.000 LFT | 12.00000 2016.00| 17.00000 2856.00| 16.00000 2688.00 BARRICADE, III-B | | | 0088 801-07606 620.000 LFT | 12.00000 7440.00| 21.18000 13131.60| 12.00000 7440.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0089 801-97643 1728.000 LFT | 4.50000 7776.00| 2.29000 3957.12| 4.50000 7776.00 TEMPORARY BUZZ STRIPS | | | 0090 802-05701 19.000 LFT | 100.00000 1900.00| 22.00000 418.00| 13.00000 247.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0091 802-07059 7.000 EACH| 40.00000 280.00| 25.00000 175.00| 45.00000 315.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 36-2231526 |(3) 35-1386990 |WIRTZ & YATES, INC. |WALSH CONSTR CO. OF ILL |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 808-06701 2735.000 LFT | 0.29000 793.15| 0.25000 683.75| 0.60000 1641.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0093 808-06703 10932.000 LFT | 0.29000 3170.28| 0.25000 2733.00| 0.60000 6559.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0094 808-06716 7895.000 LFT | 0.39000 3079.05| 0.45000 3552.75| 0.65000 5131.75 LINE, REMOVE | | | 0095 808-75051 703.000 LFT | 2.69000 1891.07| 2.40000 1687.20| 1.75000 1230.25 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0096 808-75054 703.000 LFT | 2.69000 1891.07| 2.40000 1687.20| 1.75000 1230.25 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0097 808-75061 176.000 LFT | 2.97000 522.72| 2.65000 466.40| 2.15000 378.40 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0098 808-75245 10932.000 LFT | 0.29000 3170.28| 0.25000 2733.00| 0.60000 6559.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0099 808-75996 52.000 EACH| 15.00000 780.00| 7.00000 364.00| 25.00000 1300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0100 808-75998 52.000 EACH| 50.00000 2600.00| 30.00000 1560.00| 85.00000 4420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,239,996.48| $ 2,456,267.00| $ 2,871,663.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,239,996.48| $ 2,456,267.00| $ 2,871,663.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION, REPLACE SUPERSTRUCTURE AND WIDENING | | | 0001 105-06845 LUMP| 36000.00000 36000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2000.00000 20000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 100000.00000 100000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9000.00000 9000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 653.000 SYS | 11.15000 7280.95| | PAVEMENT REMOVAL | | | 0006 202-02241 4477.000 LFT | 2.00000 8954.00| | GUARDRAIL, REMOVE | | | 0007 202-02277 2490.000 LFT | 2.57000 6399.30| | GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 122018.67000 122018.67| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-91385 17.000 EACH| 177.73000 3021.41| | INLET, REMOVE | | | 0010 203-02000 563.000 CYS | 19.55000 11006.65| | EXCAVATION, COMMON | | | 0011 203-02070 86.000 CYS | 22.09000 1899.74| | BORROW | | | 0012 205-06931 32.000 TON | 41.17000 1317.44| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 66.000 LFT | 19.50000 1287.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 2.000 EACH| 70.00000 140.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 2276.000 LFT | 1.46000 3322.96| | TEMPORARY SILT FENCE | | | 0016 206-51230 625.000 CYS | 14.61000 9131.25| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 206-94150 1000.000 SFT | 58.19000 58190.00| | SHEET PILING, STEEL, S 5.4 | | | 0018 207-07498 3872.000 SYS | 2.88000 11151.36| | SUBGRADE TREATMENT, TYPE A | | | 0019 211-06467 124.000 CYS | 44.97000 5576.28| | AGGREGATE FOR END BENT BACKFILL | | | 0020 211-07454 124.000 CYS | 31.08000 3853.92| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 213-52830 76.000 CYS | 158.58000 12052.08| | FLOWABLE MORTAR | | | 0022 302-07455 112.000 CYS | 31.00000 3472.00| | DENSE GRADED SUBBASE | | | 0023 303-01180 2296.000 TON | 25.25000 57974.00| | COMPACTED AGGREGATE, NO. 53 | | | 0024 303-02172 1721.000 TON | 26.73000 46002.33| | TEMPORARY AGGREGATE | | | 0025 306-08043 760.000 SYS | 6.21000 4719.60| | MILLING, TRANSITION | | | 0026 402-07432 341.000 TON | 49.00000 16709.00| | HMA SURFACE, TYPE A | | | 0027 402-07433 901.000 TON | 45.75000 41220.75| | HMA SURFACE, TYPE B | | | 0028 402-07438 806.000 TON | 34.25000 27605.50| | HMA INTERMEDIATE, TYPE B | | | 0029 402-07440 988.000 TON | 35.75000 35321.00| | HMA BASE. TYPE A | | | 0030 402-07441 1584.000 TON | 36.50000 57816.00| | HMA BASE, TYPE B | | | 0031 402-07453 958.000 TON | 40.00000 38320.00| | HMA FOR TEMPORARY PAVEMENT | | | 0032 405-05517 8.600 TON | 450.00000 3870.00| | ASPHALT FOR PRIME COAT | | | 0033 406-05520 8.200 TON | 950.00000 7790.00| | ASPHALT FOR TACK COAT | | | 0034 502-06329 213.000 SYS | 67.66000 14411.58| | PCCP, 12 IN. | | | 0035 503-05310 96.000 LFT | 147.82000 14190.72| | TERMINAL JOINT | | | 0036 601-01522 6.000 EACH| 1275.00000 7650.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-94690 2.000 EACH| 3100.00000 6200.00| | GUARDRAIL END TREATMENT, MS | | | 0038 601-97080 2.000 EACH| 2150.00000 4300.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0039 601-97803 2.000 EACH| 1900.00000 3800.00| | GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0040 601-99105 3325.000 LFT | 9.00000 29925.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 601-99108 500.000 LFT | 13.90000 6950.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0042 601-99132 4.000 EACH| 55.00000 220.00| | GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0043 602-06729 28.000 EACH| 9.00000 252.00| | BARRIER DELINEATOR | | | 0044 605-05523 2285.000 LFT | 4.75000 10853.75| | CURB, HMA | | | 0045 609-06259 720.000 SYS | 62.66000 45115.20| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0046 611-52817 2.000 EACH| 27018.32000 54036.64| | TEMPORARY CROSSOVER, B | | | 0047 616-02320 3264.000 SYS | 1.75000 5712.00| | GEOTEXTILES | | | 0048 616-06405 2167.000 TON | 27.91000 60480.97| | RIPRAP, REVETMENT | | | 0049 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06545 1.000 TON | 652.00000 652.00| | FERTILIZER | | | 0051 621-06553 459.000 LBS | 3.42000 1569.78| | SEED MIXTURE, R | | | 0052 621-06557 459.000 LBS | 3.32000 1523.88| | SEED MIXTURE, T | | | 0053 621-06565 11.000 TON | 498.00000 5478.00| | MULCHING MATERIAL | | | 0054 701-93633 1138.000 LFT | 225.95000 257131.10| | OVERSIZED PREDRILLED PILE HOLES | | | 0055 701-98647 2788.000 LFT | 49.36000 137615.68| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0056 702-51005 355.500 CYS | 823.44000 292732.92| | CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51015 51.200 CYS | 347.43000 17788.42| | CONCRETE, B, FOOTINGS | | | 0058 702-51863 184.000 EACH| 5.66000 1041.44| | FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 702-92857 179.800 CYS | 526.76000 94711.45| | CONCRETE, C, SUBSTRUCTURE | | | 0060 703-51030 57296.000 LBS | 0.88000 50420.48| | REINFORCING STEEL | | | 0061 703-51032 211030.000 LBS | 0.90000 189927.00| | REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 495.400 CYS | 515.36000 255309.34| | CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 8.000 EACH| 1706.06000 13648.48| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 86.600 CYS | 583.24000 50508.58| | CONCRETE, C, RAILING | | | 0065 709-51821 LUMP| 15000.00000 15000.00| | SURFACE SEAL | | | 0066 710-51870 50.000 SFT | 200.00000 10000.00| | REPOINTING MASONRY IN STRUCTURES | | | 0067 711-04121 24.000 EACH| 30.73000 737.52| | ANCHOR BOLT, AB1 | | | 0068 711-51038 LUMP| 374789.15000 374789.15| | STRUCTURAL STEEL | | | 0069 713-02478 1.000 EACH| 1050.00000 1050.00| | GUARDRAIL TRANSITION, TGB, TEMPORARY | | | BRIDGE APPROACHES | | | 0070 713-02490 1.000 EACH| 45.00000 45.00| | GUARDRAIL TRANSITION, VH, 12 FT. 6 IN | | | SPACING, TEMPORARY BRIDGE APPROACHES | | | 0071 713-99365 275.000 LFT | 14.14000 3888.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0072 715-05407 320.000 LFT | 13.29000 4252.80| | PIPE, END BENT DRAIN, 6 IN. | | | 0073 715-46005 4.000 EACH| 245.32000 981.28| | PIPE END SECTION, 15 IN. (TEMPORARY) | | | 0074 724-51925 228.000 LFT | 136.71000 31169.88| | STRUCTURAL EXPANSION JOINT, SS | | | 0075 726-93524 24.000 EACH| 473.70000 11368.80| | BEARING ASSEMBLY, I | | | 0076 726-93525 36.000 EACH| 528.97000 19042.92| | BEARING ASSEMBLY, II | | | 0077 726-93526 12.000 EACH| 915.83000 10989.96| | BEARING ASSEMBLY, III | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-03291 4.000 EACH| 59.00000 236.00| | CONSTRUCTION SIGN, D | | | 0079 801-04308 1.000 EACH| 268.00000 268.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0080 801-06207 23660.000 LFT | 0.79000 18691.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0081 801-06469 5020.000 LFT | 1.59000 7981.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0082 801-06640 31.000 EACH| 119.00000 3689.00| | CONSTRUCTION SIGN, A | | | 0083 801-06645 7.000 EACH| 39.00000 273.00| | CONSTRUCTION SIGN, B | | | 0084 801-06710 540.000 DAY | 10.00000 5400.00| | FLASHING ARROW SIGN | | | 0085 801-06775 LUMP| 15715.00000 15715.00| | MAINTAINING TRAFFIC | | | 0086 801-07118 96.000 LFT | 9.35000 897.60| | BARRICADE, III-A | | | 0087 801-07119 168.000 LFT | 13.76000 2311.68| | BARRICADE, III-B | | | 0088 801-07606 620.000 LFT | 15.85000 9827.00| | TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0089 801-97643 1728.000 LFT | 2.29000 3957.12| | TEMPORARY BUZZ STRIPS | | | 0090 802-05701 19.000 LFT | 10.36000 196.84| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0091 802-07059 7.000 EACH| 35.00000 245.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0092 808-06701 2735.000 LFT | 0.30000 820.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0093 808-06703 10932.000 LFT | 0.30000 3279.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0094 808-06716 7895.000 LFT | 0.45000 3552.75| | LINE, REMOVE | | | 0095 808-75051 703.000 LFT | 1.28000 899.84| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 311 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,661,911.21 ROUTE : US 41 CALL ORDER : 311 CONTRACT ID : B -26810-A COUNTIES : NEWTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-75054 703.000 LFT | 1.28000 899.84| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0097 808-75061 176.000 LFT | 1.35000 237.60| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0098 808-75245 10932.000 LFT | 0.30000 3279.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0099 808-75996 52.000 EACH| 21.69000 1127.88| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0100 808-75998 52.000 EACH| 48.00000 2496.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,977,578.46| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,977,578.46| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 323 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,369.17 ROUTE : I-74 CALL ORDER : 323 CONTRACT ID : B -27138-A COUNTIES : FOUNTAIN LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0741130 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 742,414.65 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 908,569.40 122.3803% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 937,708.64 126.3052% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 956,538.59 128.8415% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 995,337.00 134.0675% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-2040801 |(3) 05-0558668 |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION, REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 12100.00000 12100.00| 12100.00000 12100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 2000.00000 14000.00| 1700.00000 11900.00| 1149.39000 8045.73 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 44000.00000 44000.00| 46885.43000 46885.43 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 2500.00000 2500.00| 942.64000 942.64 CLEARING RIGHT OF WAY | | | 0005 202-02240 312.400 SYS | 8.00000 2499.20| 16.00000 4998.40| 14.99000 4682.88 PAVEMENT REMOVAL | | | 0006 202-02241 831.000 LFT | 3.58000 2974.98| 3.00000 2493.00| 3.20000 2659.20 GUARDRAIL, REMOVE | | | 0007 202-02277 495.000 LFT | 10.00000 4950.00| 10.00000 4950.00| 5.88000 2910.60 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 110000.00000 110000.00| 110000.00000 110000.00| 211024.51000 211024.51 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-90014 2.800 STA | 750.00000 2100.00| 1000.00000 2800.00| 1046.68000 2930.70 LINEAR GRADING | | | 0010 205-06937 1200.000 LFT | 1.75000 2100.00| 1.60000 1920.00| 2.75000 3300.00 TEMPORARY SILT FENCE | | | 0011 206-51230 52.000 CYS | 25.00000 1300.00| 35.00000 1820.00| 26.54000 1380.08 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-02050 26.000 CYS | 18.00000 468.00| 59.00000 1534.00| 54.43000 1415.18 B BORROW | | | 0013 211-06467 33.000 CYS | 18.00000 594.00| 55.00000 1815.00| 45.38000 1497.54 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 323 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,369.17 ROUTE : I-74 CALL ORDER : 323 CONTRACT ID : B -27138-A COUNTIES : FOUNTAIN LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-2040801 |(3) 05-0558668 |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 302-07455 54.000 CYS | 20.00000 1080.00| 55.00000 2970.00| 42.36000 2287.44 DENSE GRADED SUBBASE | | | 0015 306-08043 325.000 SYS | 8.00000 2600.00| 9.00000 2925.00| 15.04000 4888.00 MILLING, TRANSITION | | | 0016 406-05521 1730.000 SYS | 0.65000 1124.50| 0.50000 865.00| 0.50000 865.00 ASPHALT FOR TACK COAT | | | 0017 502-06329 122.600 SYS | 50.00000 6130.00| 70.00000 8582.00| 54.92000 6733.19 PCCP, 12 IN. | | | 0018 503-03489 56.000 EACH| 13.00000 728.00| 14.00000 784.00| 8.80000 492.80 RETROFITTED TIE BARS | | | 0019 503-05310 55.000 LFT | 120.00000 6600.00| 150.00000 8250.00| 99.69000 5482.95 TERMINAL JOINT | | | 0020 601-01522 4.000 EACH| 1568.00000 6272.00| 1195.00000 4780.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-01625 2.000 EACH| 1624.00000 3248.00| 1295.00000 2590.00| 1450.00000 2900.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-07024 4.000 EACH| 6400.00000 25600.00| 4775.00000 19100.00| 5775.00000 23100.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0023 601-94689 2.000 EACH| 2828.00000 5656.00| 1925.00000 3850.00| 1900.00000 3800.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 475.000 LFT | 11.20000 5320.00| 10.70000 5082.50| 10.00000 4750.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 602-06639 1220.000 LFT | 15.00000 18300.00| 25.00000 30500.00| 21.85000 26657.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 320.000 LFT | 15.00000 4800.00| 24.00000 7680.00| 21.85000 6992.00 TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 12.000 EACH| 15.00000 180.00| 7.00000 84.00| 7.68000 92.16 BARRIER DELINEATOR | | | 0028 609-06259 187.400 SYS | 49.00000 9182.60| 80.00000 14992.00| 54.93000 10293.88 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 610-07487 248.000 TON | 127.00000 31496.00| 120.00000 29760.00| 110.00000 27280.00 HMA FOR APPROACHES, TYPE B | | | 0030 616-02320 128.000 SYS | 3.00000 384.00| 4.00000 512.00| 3.71000 474.88 GEOTEXTILES | | | 0031 616-06405 12.000 TON | 24.00000 288.00| 65.00000 780.00| 39.72000 476.64 RIPRAP, REVETMENT | | | 0032 616-51367 430.000 SYS | 40.00000 17200.00| 80.00000 34400.00| 62.13000 26715.90 SLOPEWALL, CONCRETE, 4 IN. | | | 0033 621-01004 2.000 EACH| 700.00000 1400.00| 600.00000 1200.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 323 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,369.17 ROUTE : I-74 CALL ORDER : 323 CONTRACT ID : B -27138-A COUNTIES : FOUNTAIN LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-2040801 |(3) 05-0558668 |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06559 1000.000 SYS | 1.19000 1190.00| 1.06000 1060.00| 1.06000 1060.00 MULCHED SEEDING, R | | | 0035 702-51005 78.200 CYS | 400.00000 31280.00| 850.00000 66470.00| 543.39000 42493.10 CONCRETE, A, SUBSTRUCTURE | | | 0036 703-01540 58.000 EACH| 12.00000 696.00| 12.00000 696.00| 14.51000 841.58 THREADED TIE BAR ASSEMBLY | | | 0037 703-51030 17711.000 LBS | 0.53000 9386.83| 0.70000 12397.70| 0.56000 9918.16 REINFORCING STEEL | | | 0038 703-51032 77962.000 LBS | 0.53000 41319.86| 0.80000 62369.60| 0.62000 48336.44 REINFORCING STEEL, EPOXY COATED | | | 0039 703-96512 136.000 EACH| 10.00000 1360.00| 45.00000 6120.00| 45.11000 6134.96 BAR SPLICE | | | 0040 703-97936 456.000 EACH| 10.00000 4560.00| 10.00000 4560.00| 11.87000 5412.72 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 704-51002 256.800 CYS | 450.00000 115560.00| 600.00000 154080.00| 521.38000 133890.38 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 39.200 CYS | 400.00000 15680.00| 400.00000 15680.00| 410.00000 16072.00 CONCRETE, C, RAILING | | | 0044 707-05983 1009.500 LFT | 73.28000 73976.16| 100.00000 100950.00| 88.19000 89027.81 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 36 IN. X 12 IN. | | | 0045 709-51821 LUMP| 6500.00000 6500.00| 6240.00000 6240.00| 4648.14000 4648.14 SURFACE SEAL | | | 0046 711-96500 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 6900.71000 6900.71 TEMPORARY SUPPORT OF BENT CAPS | | | 0047 715-05169 110.000 LFT | 15.00000 1650.00| 38.00000 4180.00| 24.41000 2685.10 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0048 715-05407 94.000 LFT | 10.00000 940.00| 30.00000 2820.00| 4.62000 434.28 PIPE, END BENT DRAIN, 6 IN. | | | 0049 715-46005 1.000 EACH| 120.00000 120.00| 900.00000 900.00| 156.33000 156.33 PIPE END SECTION, 15 IN. | | | 0050 718-06531 2.000 EACH| 100.00000 200.00| 700.00000 1400.00| 400.42000 800.84 OUTLET PROTECTOR, 3 | | | 0051 720-44296 3.000 EACH| 100.00000 300.00| 550.00000 1650.00| 181.43000 544.29 CAP INLET | | | 0052 720-45075 1.000 EACH| 1200.00000 1200.00| 2250.00000 2250.00| 1804.68000 1804.68 INLET, R13 | | | 0053 801-01093 8.000 EACH| 655.00000 5240.00| 585.00000 4680.00| 585.00000 4680.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 323 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,369.17 ROUTE : I-74 CALL ORDER : 323 CONTRACT ID : B -27138-A COUNTIES : FOUNTAIN LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-2040801 |(3) 05-0558668 |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-01851 LUMP| 32000.00000 32000.00| 28400.00000 28400.00| 29900.00000 29900.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0055 801-06207 6661.000 LFT | 1.00000 6661.00| 0.90000 5994.90| 0.90000 5994.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0056 801-06640 41.000 EACH| 100.00000 4100.00| 80.00000 3280.00| 80.00000 3280.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 10.000 EACH| 50.00000 500.00| 30.00000 300.00| 30.00000 300.00 CONSTRUCTION SIGN, B | | | 0058 801-06710 240.000 DAY | 18.00000 4320.00| 12.00000 2880.00| 12.00000 2880.00 FLASHING ARROW SIGN | | | 0059 801-06775 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| 38101.91000 38101.91 MAINTAINING TRAFFIC | | | 0060 801-97643 1728.000 LFT | 4.30000 7430.40| 3.85000 6652.80| 4.11000 7102.08 TEMPORARY BUZZ STRIPS | | | 0061 805-01652 960.000 LFT | 1.00000 960.00| 0.90000 864.00| 0.90000 864.00 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0062 805-06592 240.000 LFT | 12.65000 3036.00| 11.00000 2640.00| 11.00000 2640.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0063 805-86935 4.000 EACH| 30.00000 120.00| 22.00000 88.00| 22.00000 88.00 INSULATING LINK, WATERPROOFED | | | 0064 807-02191 1.000 EACH| 1000.00000 1000.00| 750.00000 750.00| 750.00000 750.00 HANDHOLE, LIGHTING | | | 0065 807-07580 100.000 LFT | 4.00000 400.00| 3.00000 300.00| 3.00000 300.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0066 807-86805 1.000 EACH| 2184.00000 2184.00| 1950.00000 1950.00| 1950.00000 1950.00 SERVICE POINT, I | | | 0067 807-86910 1.000 EACH| 30.00000 30.00| 26.50000 26.50| 26.50000 26.50 CONNECTOR KIT, UNFUSED | | | 0068 807-86915 2.000 EACH| 40.00000 80.00| 28.50000 57.00| 28.50000 57.00 CONNECTOR KIT, FUSED | | | 0069 808-06713 1980.000 LFT | 0.27000 534.60| 0.25000 495.00| 0.23000 455.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0070 808-06714 1980.000 LFT | 0.27000 534.60| 0.25000 495.00| 0.23000 455.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0071 808-06716 1776.000 LFT | 0.67000 1189.92| 1.00000 1776.00| 0.60000 1065.60 LINE, REMOVE | | | SECTION TOTALS | $ 742,414.65| $ 908,569.40| $ 937,708.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 742,414.65| $ 908,569.40| $ 937,708.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 323 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,369.17 ROUTE : I-74 CALL ORDER : 323 CONTRACT ID : B -27138-A COUNTIES : FOUNTAIN LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1618530 | |HARVEY, GEORGE R. & SON, INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION, REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1200.00000 8400.00| 1500.00000 10500.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 48000.00000 48000.00| 49000.00000 49000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 9000.00000 9000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 312.400 SYS | 10.00000 3124.00| 20.00000 6248.00| PAVEMENT REMOVAL | | | 0006 202-02241 831.000 LFT | 3.00000 2493.00| 3.50000 2908.50| GUARDRAIL, REMOVE | | | 0007 202-02277 495.000 LFT | 6.00000 2970.00| 6.00000 2970.00| GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 160000.00000 160000.00| 150000.00000 150000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-90014 2.800 STA | 2500.00000 7000.00| 2000.00000 5600.00| LINEAR GRADING | | | 0010 205-06937 1200.000 LFT | 1.75000 2100.00| 1.75000 2100.00| TEMPORARY SILT FENCE | | | 0011 206-51230 52.000 CYS | 15.00000 780.00| 30.00000 1560.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-02050 26.000 CYS | 25.00000 650.00| 70.00000 1820.00| B BORROW | | | 0013 211-06467 33.000 CYS | 30.00000 990.00| 50.00000 1650.00| AGGREGATE FOR END BENT BACKFILL | | | 0014 302-07455 54.000 CYS | 35.00000 1890.00| 50.00000 2700.00| DENSE GRADED SUBBASE | | | 0015 306-08043 325.000 SYS | 10.00000 3250.00| 20.00000 6500.00| MILLING, TRANSITION | | | 0016 406-05521 1730.000 SYS | 0.57000 986.10| 0.55000 951.50| ASPHALT FOR TACK COAT | | | 0017 502-06329 122.600 SYS | 55.00000 6743.00| 90.00000 11034.00| PCCP, 12 IN. | | | 0018 503-03489 56.000 EACH| 30.00000 1680.00| 15.00000 840.00| RETROFITTED TIE BARS | | | 0019 503-05310 55.000 LFT | 80.00000 4400.00| 120.00000 6600.00| TERMINAL JOINT | | | 0020 601-01522 4.000 EACH| 1600.00000 6400.00| 1500.00000 6000.00| GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 323 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,369.17 ROUTE : I-74 CALL ORDER : 323 CONTRACT ID : B -27138-A COUNTIES : FOUNTAIN LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1618530 | |HARVEY, GEORGE R. & SON, INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01625 2.000 EACH| 1650.00000 3300.00| 1550.00000 3100.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-07024 4.000 EACH| 6640.00000 26560.00| 5000.00000 20000.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0023 601-94689 2.000 EACH| 2200.00000 4400.00| 2000.00000 4000.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 475.000 LFT | 11.50000 5462.50| 10.50000 4987.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 602-06639 1220.000 LFT | 35.00000 42700.00| 20.00000 24400.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 320.000 LFT | 30.00000 9600.00| 18.00000 5760.00| TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 12.000 EACH| 10.00000 120.00| 9.50000 114.00| BARRIER DELINEATOR | | | 0028 609-06259 187.400 SYS | 60.00000 11244.00| 65.00000 12181.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 610-07487 248.000 TON | 140.00000 34720.00| 115.00000 28520.00| HMA FOR APPROACHES, TYPE B | | | 0030 616-02320 128.000 SYS | 3.00000 384.00| 4.00000 512.00| GEOTEXTILES | | | 0031 616-06405 12.000 TON | 60.00000 720.00| 48.00000 576.00| RIPRAP, REVETMENT | | | 0032 616-51367 430.000 SYS | 40.00000 17200.00| 50.00000 21500.00| SLOPEWALL, CONCRETE, 4 IN. | | | 0033 621-01004 2.000 EACH| 640.00000 1280.00| 650.00000 1300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 1000.000 SYS | 1.22000 1220.00| 1.10000 1100.00| MULCHED SEEDING, R | | | 0035 702-51005 78.200 CYS | 800.00000 62560.00| 750.00000 58650.00| CONCRETE, A, SUBSTRUCTURE | | | 0036 703-01540 58.000 EACH| 15.00000 870.00| 22.00000 1276.00| THREADED TIE BAR ASSEMBLY | | | 0037 703-51030 17711.000 LBS | 0.55000 9741.05| 0.65000 11512.15| REINFORCING STEEL | | | 0038 703-51032 77962.000 LBS | 0.65000 50675.30| 0.75000 58471.50| REINFORCING STEEL, EPOXY COATED | | | 0039 703-96512 136.000 EACH| 50.00000 6800.00| 50.00000 6800.00| BAR SPLICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 323 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,369.17 ROUTE : I-74 CALL ORDER : 323 CONTRACT ID : B -27138-A COUNTIES : FOUNTAIN LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1618530 | |HARVEY, GEORGE R. & SON, INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-97936 456.000 EACH| 12.00000 5472.00| 12.00000 5472.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 704-51002 256.800 CYS | 530.00000 136104.00| 625.00000 160500.00| CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1380.00000 5520.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 39.200 CYS | 475.00000 18620.00| 500.00000 19600.00| CONCRETE, C, RAILING | | | 0044 707-05983 1009.500 LFT | 94.00000 94893.00| 95.00000 95902.50| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 36 IN. X 12 IN. | | | 0045 709-51821 LUMP| 6000.00000 6000.00| 5100.00000 5100.00| SURFACE SEAL | | | 0046 711-96500 LUMP| 3000.00000 3000.00| 40000.00000 40000.00| TEMPORARY SUPPORT OF BENT CAPS | | | 0047 715-05169 110.000 LFT | 25.00000 2750.00| 25.00000 2750.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0048 715-05407 94.000 LFT | 10.00000 940.00| 15.00000 1410.00| PIPE, END BENT DRAIN, 6 IN. | | | 0049 715-46005 1.000 EACH| 250.00000 250.00| 400.00000 400.00| PIPE END SECTION, 15 IN. | | | 0050 718-06531 2.000 EACH| 350.00000 700.00| 350.00000 700.00| OUTLET PROTECTOR, 3 | | | 0051 720-44296 3.000 EACH| 120.00000 360.00| 450.00000 1350.00| CAP INLET | | | 0052 720-45075 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| INLET, R13 | | | 0053 801-01093 8.000 EACH| 1000.00000 8000.00| 625.00000 5000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0054 801-01851 LUMP| 34000.00000 34000.00| 35000.00000 35000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0055 801-06207 6661.000 LFT | 1.04000 6927.44| 0.95000 6327.95| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0056 801-06640 41.000 EACH| 92.00000 3772.00| 85.00000 3485.00| CONSTRUCTION SIGN, A | | | 0057 801-06645 10.000 EACH| 35.00000 350.00| 30.00000 300.00| CONSTRUCTION SIGN, B | | | 0058 801-06710 240.000 DAY | 14.00000 3360.00| 14.00000 3360.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 323 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,369.17 ROUTE : I-74 CALL ORDER : 323 CONTRACT ID : B -27138-A COUNTIES : FOUNTAIN LETTING DATE : 12/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1618530 | |HARVEY, GEORGE R. & SON, INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06775 LUMP| 35000.00000 35000.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0060 801-97643 1728.000 LFT | 4.40000 7603.20| 4.00000 6912.00| TEMPORARY BUZZ STRIPS | | | 0061 805-01652 960.000 LFT | 1.04000 998.40| 0.95000 912.00| WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0062 805-06592 240.000 LFT | 12.65000 3036.00| 11.50000 2760.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0063 805-86935 4.000 EACH| 25.30000 101.20| 24.00000 96.00| INSULATING LINK, WATERPROOFED | | | 0064 807-02191 1.000 EACH| 865.00000 865.00| 800.00000 800.00| HANDHOLE, LIGHTING | | | 0065 807-07580 100.000 LFT | 3.45000 345.00| 3.25000 325.00| WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0066 807-86805 1.000 EACH| 2250.00000 2250.00| 2100.00000 2100.00| SERVICE POINT, I | | | 0067 807-86910 1.000 EACH| 30.50000 30.50| 28.00000 28.00| CONNECTOR KIT, UNFUSED | | | 0068 807-86915 2.000 EACH| 32.75000 65.50| 30.00000 60.00| CONNECTOR KIT, FUSED | | | 0069 808-06713 1980.000 LFT | 0.27000 534.60| 0.25000 495.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0070 808-06714 1980.000 LFT | 0.27000 534.60| 0.25000 495.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0071 808-06716 1776.000 LFT | 0.70000 1243.20| 0.65000 1154.40| LINE, REMOVE | | | SECTION TOTALS | $ 956,538.59| $ 995,337.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 956,538.59| $ 995,337.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 329 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,200.87 ROUTE : STATE ROAD 19 CALL ORDER : 329 CONTRACT ID : B -27142-A COUNTIES : FULTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2943015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 306,000.00 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 331,214.42 108.2400% 3 35-1057237 MCCOY, R.L., INC. $ 353,515.48 115.5279% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 355,264.04 116.0993% 5 35-1523985 WIRTZ & YATES, INC. $ 366,671.67 119.8273% 6 35-1386990 ISOM, JACK CONSTRUCTION CO $ 407,028.62 133.0158% 7 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 459,176.22 150.0575% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1690004 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, COMPOSITE PRESTRESSED CONCRETE BOX BEAM | | | 0001 105-06845 LUMP| 1835.33000 1835.33| 6730.00000 6730.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1794.71000 10768.26| 975.00000 5850.00| 2200.00000 13200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15348.87000 15348.87| 16190.00000 16190.00| 17600.00000 17600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 6100.33000 6100.33| 7920.00000 7920.00| 3500.00000 3500.00 CLEARING AND GRUBBING | | | 0005 202-01000 LUMP| 2551.73000 2551.73| 6980.00000 6980.00| 3500.00000 3500.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02241 152.000 m | 9.96000 1513.92| 15.72000 2389.44| 13.25000 2014.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 27732.44000 27732.44| 36474.00000 36474.00| 42000.00000 42000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 425.000 m3 | 13.33000 5665.25| 12.45000 5291.25| 24.00000 10200.00 EXCAVATION, COMMON | | | 0009 205-04931 4.000 EACH| 347.93000 1391.72| 215.00000 860.00| 800.00000 3200.00 SEDIMENT TRAP | | | 0010 205-06931 17.500 Mg | 40.45000 707.88| 39.40000 689.50| 28.00000 490.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 254.000 m | 6.18000 1569.72| 3.80000 965.20| 6.18000 1569.72 TEMPORARY SILT FENCE | | | 0012 207-07502 912.000 m2 | 1.51000 1377.12| 11.35000 10351.20| 16.00000 14592.00 SUBGRADE TREATMENT, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 329 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,200.87 ROUTE : STATE ROAD 19 CALL ORDER : 329 CONTRACT ID : B -27142-A COUNTIES : FULTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1690004 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-06467 14.800 m3 | 57.85000 856.18| 107.85000 1596.18| 32.00000 473.60 AGGREGATE FOR END BENT BACKFILL | | | 0014 301-07448 562.000 Mg | 19.97000 11223.14| 20.93000 11762.66| 26.00000 14612.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08043 148.000 m2 | 12.00000 1776.00| 18.50000 2738.00| 15.00000 2220.00 MILLING, TRANSITION | | | 0016 401-06264 LUMP| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 PROFILOGRAPH, HMA | | | 0017 402-07433 154.000 Mg | 65.50000 10087.00| 65.50000 10087.00| 65.50000 10087.00 HMA SURFACE, TYPE B | | | 0018 402-07438 205.000 Mg | 36.00000 7380.00| 36.00000 7380.00| 36.00000 7380.00 HMA INTERMEDIATE, TYPE B | | | 0019 402-07441 275.000 Mg | 40.00000 11000.00| 40.00000 11000.00| 40.00000 11000.00 HMA BASE, TYPE B | | | 0020 405-05517 1.000 Mg | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 0.870 Mg | 400.00000 348.00| 400.00000 348.00| 400.00000 348.00 ASPHALT FOR TACK COAT | | | 0022 601-01522 4.000 EACH| 1335.00000 5340.00| 1335.00000 5340.00| 1335.00000 5340.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-94689 4.000 EACH| 1950.00000 7800.00| 1950.00000 7800.00| 1950.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 112.970 m | 32.30000 3648.93| 32.30000 3648.93| 32.30000 3648.93 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06729 6.000 EACH| 18.10000 108.60| 7.00000 42.00| 10.00000 60.00 BARRIER DELINEATOR | | | 0026 603-06040 30.000 m | 39.50000 1185.00| 39.50000 1185.00| 39.50000 1185.00 FENCE, FARM FIELD, 1190 mm | | | 0027 609-06259 135.700 m2 | 48.33000 6558.38| 62.70000 8508.39| 74.00000 10041.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0028 611-06497 1.000 EACH| 185.00000 185.00| 185.00000 185.00| 185.00000 185.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 9.000 EACH| 116.00000 1044.00| 116.00000 1044.00| 116.00000 1044.00 RIGHT OF WAY MARKER | | | 0030 616-02320 699.000 m2 | 2.04000 1425.96| 3.45000 2411.55| 2.50000 1747.50 GEOTEXTILES | | | 0031 616-06405 435.000 Mg | 32.33000 14063.55| 27.80000 12093.00| 24.00000 10440.00 RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 329 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,200.87 ROUTE : STATE ROAD 19 CALL ORDER : 329 CONTRACT ID : B -27142-A COUNTIES : FULTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1690004 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06548 3.000 kg | 55.00000 165.00| 55.00000 165.00| 55.00000 165.00 SEED MIXTURE, CV | | | 0034 621-06559 2700.000 m2 | 0.60000 1620.00| 0.60000 1620.00| 0.60000 1620.00 MULCHED SEEDING, R | | | 0035 621-06567 9.000 kL | 2.00000 18.00| 2.00000 18.00| 2.00000 18.00 WATER | | | 0036 621-06574 501.600 m2 | 5.84000 2929.34| 5.84000 2929.34| 5.84000 2929.34 SODDING | | | 0037 701-01849 150.000 m | 143.06000 21459.00| 108.50000 16275.00| 94.00000 14100.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0038 701-93633 25.000 m | 13.33000 333.25| 72.00000 1800.00| 150.00000 3750.00 OVERSIZED PREDRILLED PILE HOLES | | | 0039 702-51005 6.000 m3 | 709.01000 4254.06| 1400.00000 8400.00| 900.00000 5400.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 703-51032 13857.000 kg | 1.19000 16489.83| 1.24000 17182.68| 1.40000 19399.80 REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 69.700 m3 | 575.33000 40100.50| 550.00000 38335.00| 450.00000 31365.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1343.89000 5375.56| 1200.00000 4800.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51025 38.000 m | 223.51000 8493.38| 147.60000 5608.80| 125.00000 4750.00 CONCRETE, C, RAILING | | | 0044 707-05979 114.000 m2 | 289.97000 33056.58| 311.90000 35556.60| 400.00000 45600.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0045 709-51821 LUMP| 1670.00000 1670.00| 2910.90000 2910.90| 1700.00000 1700.00 SURFACE SEAL | | | 0046 715-05407 32.000 m | 14.54000 465.28| 18.25000 584.00| 32.00000 1024.00 PIPE, END BENT DRAIN, 150 mm | | | 0047 801-04308 6.000 EACH| 175.00000 1050.00| 175.00000 1050.00| 175.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 23.000 EACH| 60.00000 1380.00| 60.00000 1380.00| 60.00000 1380.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 14.000 EACH| 118.00000 1652.00| 118.00000 1652.00| 118.00000 1652.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 1162.12000 1162.12| 200.00000 200.00| 1200.00000 1200.00 MAINTAINING TRAFFIC | | | 0051 801-07118 14.400 m | 19.90000 286.56| 19.90000 286.56| 19.90000 286.56 BARRICADE, III-A | | | 0052 801-07119 28.800 m | 24.80000 714.24| 24.80000 714.24| 24.80000 714.24 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 329 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,200.87 ROUTE : STATE ROAD 19 CALL ORDER : 329 CONTRACT ID : B -27142-A COUNTIES : FULTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1690004 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-01226 9.000 EACH| 130.00000 1170.00| 55.00000 495.00| 130.00000 1170.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0054 808-06712 49.000 m | 1.39000 68.11| 1.00000 49.00| 1.39000 68.11 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0055 808-06713 392.000 m | 1.39000 544.88| 1.00000 392.00| 1.39000 544.88 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 306,000.00| $ 331,214.42| $ 353,515.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,000.00| $ 331,214.42| $ 353,515.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 329 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,200.87 ROUTE : STATE ROAD 19 CALL ORDER : 329 CONTRACT ID : B -27142-A COUNTIES : FULTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1523985 |(6) 35-1386990 |PIONEER ASSOCIATES, INC. |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, COMPOSITE PRESTRESSED CONCRETE BOX BEAM | | | 0001 105-06845 LUMP| 4200.00000 4200.00| 10500.00000 10500.00| 8800.00000 8800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1600.00000 9600.00| 2000.00000 12000.00| 2200.00000 13200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17700.00000 17700.00| 20000.00000 20000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 3500.00000 3500.00 CLEARING AND GRUBBING | | | 0005 202-01000 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 12500.00000 12500.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02241 152.000 m | 8.00000 1216.00| 14.84000 2255.68| 11.00000 1672.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 21300.00000 21300.00| 15000.00000 15000.00| 33000.00000 33000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 425.000 m3 | 15.00000 6375.00| 10.00000 4250.00| 12.00000 5100.00 EXCAVATION, COMMON | | | 0009 205-04931 4.000 EACH| 1000.00000 4000.00| 700.00000 2800.00| 700.00000 2800.00 SEDIMENT TRAP | | | 0010 205-06931 17.500 Mg | 25.00000 437.50| 30.00000 525.00| 35.00000 612.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 254.000 m | 6.18000 1569.72| 7.00000 1778.00| 7.00000 1778.00 TEMPORARY SILT FENCE | | | 0012 207-07502 912.000 m2 | 15.30000 13953.60| 7.00000 6384.00| 19.00000 17328.00 SUBGRADE TREATMENT, TYPE D | | | 0013 211-06467 14.800 m3 | 25.00000 370.00| 20.00000 296.00| 30.00000 444.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 301-07448 562.000 Mg | 18.00000 10116.00| 15.00000 8430.00| 20.00000 11240.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08043 148.000 m2 | 17.00000 2516.00| 15.00000 2220.00| 18.00000 2664.00 MILLING, TRANSITION | | | 0016 401-06264 LUMP| 300.00000 300.00| 1000.00000 1000.00| 1200.00000 1200.00 PROFILOGRAPH, HMA | | | 0017 402-07433 154.000 Mg | 65.50000 10087.00| 80.00000 12320.00| 90.00000 13860.00 HMA SURFACE, TYPE B | | | 0018 402-07438 205.000 Mg | 36.00000 7380.00| 70.00000 14350.00| 72.00000 14760.00 HMA INTERMEDIATE, TYPE B | | | 0019 402-07441 275.000 Mg | 40.00000 11000.00| 74.50000 20487.50| 67.00000 18425.00 HMA BASE, TYPE B | | | 0020 405-05517 1.000 Mg | 400.00000 400.00| 260.00000 260.00| 300.00000 300.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 329 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,200.87 ROUTE : STATE ROAD 19 CALL ORDER : 329 CONTRACT ID : B -27142-A COUNTIES : FULTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1523985 |(6) 35-1386990 |PIONEER ASSOCIATES, INC. |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 0.870 Mg | 400.00000 348.00| 300.00000 261.00| 350.00000 304.50 ASPHALT FOR TACK COAT | | | 0022 601-01522 4.000 EACH| 1120.00000 4480.00| 1500.00000 6000.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-94689 4.000 EACH| 1795.00000 7180.00| 2184.00000 8736.00| 1995.00000 7980.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 112.970 m | 34.00000 3840.98| 36.00000 4066.92| 38.00000 4292.86 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06729 6.000 EACH| 7.00000 42.00| 15.00000 90.00| 12.00000 72.00 BARRIER DELINEATOR | | | 0026 603-06040 30.000 m | 26.00000 780.00| 45.00000 1350.00| 30.00000 900.00 FENCE, FARM FIELD, 1190 mm | | | 0027 609-06259 135.700 m2 | 60.00000 8142.00| 57.30000 7775.61| 52.00000 7056.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0028 611-06497 1.000 EACH| 105.00000 105.00| 225.00000 225.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 9.000 EACH| 125.00000 1125.00| 140.00000 1260.00| 143.00000 1287.00 RIGHT OF WAY MARKER | | | 0030 616-02320 699.000 m2 | 2.50000 1747.50| 4.00000 2796.00| 5.00000 3495.00 GEOTEXTILES | | | 0031 616-06405 435.000 Mg | 25.00000 10875.00| 22.00000 9570.00| 20.00000 8700.00 RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 250.00000 250.00| 350.00000 350.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06548 3.000 kg | 55.00000 165.00| 61.00000 183.00| 35.00000 105.00 SEED MIXTURE, CV | | | 0034 621-06559 2700.000 m2 | 0.60000 1620.00| 0.67000 1809.00| 2.00000 5400.00 MULCHED SEEDING, R | | | 0035 621-06567 9.000 kL | 2.00000 18.00| 2.50000 22.50| 1.00000 9.00 WATER | | | 0036 621-06574 501.600 m2 | 5.84000 2929.34| 7.00000 3511.20| 7.00000 3511.20 SODDING | | | 0037 701-01849 150.000 m | 150.00000 22500.00| 91.84000 13776.00| 105.00000 15750.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0038 701-93633 25.000 m | 200.00000 5000.00| 328.00000 8200.00| 245.00000 6125.00 OVERSIZED PREDRILLED PILE HOLES | | | 0039 702-51005 6.000 m3 | 500.00000 3000.00| 400.00000 2400.00| 520.00000 3120.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 329 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,200.87 ROUTE : STATE ROAD 19 CALL ORDER : 329 CONTRACT ID : B -27142-A COUNTIES : FULTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1523985 |(6) 35-1386990 |PIONEER ASSOCIATES, INC. |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-51032 13857.000 kg | 1.80000 24942.60| 1.40000 19399.80| 1.03000 14272.71 REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 69.700 m3 | 600.00000 41820.00| 527.98000 36800.21| 520.00000 36244.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51025 38.000 m | 170.00000 6460.00| 500.00000 19000.00| 675.00000 25650.00 CONCRETE, C, RAILING | | | 0044 707-05979 114.000 m2 | 500.00000 57000.00| 421.00000 47994.00| 426.00000 48564.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0045 709-51821 LUMP| 1670.00000 1670.00| 2200.00000 2200.00| 3200.00000 3200.00 SURFACE SEAL | | | 0046 715-05407 32.000 m | 12.00000 384.00| 32.81000 1049.92| 49.00000 1568.00 PIPE, END BENT DRAIN, 150 mm | | | 0047 801-04308 6.000 EACH| 175.00000 1050.00| 500.00000 3000.00| 400.00000 2400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 23.000 EACH| 60.00000 1380.00| 100.00000 2300.00| 100.00000 2300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 14.000 EACH| 118.00000 1652.00| 120.00000 1680.00| 115.00000 1610.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0051 801-07118 14.400 m | 19.90000 286.56| 25.00000 360.00| 28.00000 403.20 BARRICADE, III-A | | | 0052 801-07119 28.800 m | 24.80000 714.24| 200.00000 5760.00| 35.00000 1008.00 BARRICADE, III-B | | | 0053 808-01226 9.000 EACH| 55.00000 495.00| 150.00000 1350.00| 175.00000 1575.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0054 808-06712 49.000 m | 1.00000 49.00| 2.13000 104.37| 2.25000 110.25 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0055 808-06713 392.000 m | 1.00000 392.00| 2.13000 834.96| 2.25000 882.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 355,264.04| $ 366,671.67| $ 407,028.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 355,264.04| $ 366,671.67| $ 407,028.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 329 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,200.87 ROUTE : STATE ROAD 19 CALL ORDER : 329 CONTRACT ID : B -27142-A COUNTIES : FULTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, COMPOSITE PRESTRESSED CONCRETE BOX BEAM | | | 0001 105-06845 LUMP| 13073.35000 13073.35| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 3008.53000 18051.18| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35526.98000 35526.98| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 3012.75000 3012.75| | CLEARING AND GRUBBING | | | 0005 202-01000 LUMP| 17122.09000 17122.09| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02241 152.000 m | 8.00000 1216.00| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 30032.06000 30032.06| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 425.000 m3 | 17.95000 7628.75| | EXCAVATION, COMMON | | | 0009 205-04931 4.000 EACH| 2886.66000 11546.64| | SEDIMENT TRAP | | | 0010 205-06931 17.500 Mg | 65.01000 1137.68| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 254.000 m | 6.18000 1569.72| | TEMPORARY SILT FENCE | | | 0012 207-07502 912.000 m2 | 5.08000 4632.96| | SUBGRADE TREATMENT, TYPE D | | | 0013 211-06467 14.800 m3 | 66.77000 988.20| | AGGREGATE FOR END BENT BACKFILL | | | 0014 301-07448 562.000 Mg | 32.60000 18321.20| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08043 148.000 m2 | 7.23000 1070.04| | MILLING, TRANSITION | | | 0016 401-06264 LUMP| 2000.00000 2000.00| | PROFILOGRAPH, HMA | | | 0017 402-07433 154.000 Mg | 59.00000 9086.00| | HMA SURFACE, TYPE B | | | 0018 402-07438 205.000 Mg | 46.00000 9430.00| | HMA INTERMEDIATE, TYPE B | | | 0019 402-07441 275.000 Mg | 57.00000 15675.00| | HMA BASE, TYPE B | | | 0020 405-05517 1.000 Mg | 800.00000 800.00| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 329 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,200.87 ROUTE : STATE ROAD 19 CALL ORDER : 329 CONTRACT ID : B -27142-A COUNTIES : FULTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 0.870 Mg | 280.00000 243.60| | ASPHALT FOR TACK COAT | | | 0022 601-01522 4.000 EACH| 1120.00000 4480.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-94689 4.000 EACH| 1795.00000 7180.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 112.970 m | 34.00000 3840.98| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06729 6.000 EACH| 8.23000 49.38| | BARRIER DELINEATOR | | | 0026 603-06040 30.000 m | 26.00000 780.00| | FENCE, FARM FIELD, 1190 mm | | | 0027 609-06259 135.700 m2 | 64.05000 8691.59| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0028 611-06497 1.000 EACH| 105.00000 105.00| | MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 9.000 EACH| 370.18000 3331.62| | RIGHT OF WAY MARKER | | | 0030 616-02320 699.000 m2 | 2.15000 1502.85| | GEOTEXTILES | | | 0031 616-06405 435.000 Mg | 45.13000 19631.55| | RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 250.00000 250.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06548 3.000 kg | 55.00000 165.00| | SEED MIXTURE, CV | | | 0034 621-06559 2700.000 m2 | 0.60000 1620.00| | MULCHED SEEDING, R | | | 0035 621-06567 9.000 kL | 2.00000 18.00| | WATER | | | 0036 621-06574 501.600 m2 | 5.84000 2929.34| | SODDING | | | 0037 701-01849 150.000 m | 216.12000 32418.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0038 701-93633 25.000 m | 503.55000 12588.75| | OVERSIZED PREDRILLED PILE HOLES | | | 0039 702-51005 6.000 m3 | 1367.06000 8202.36| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/22/03 PAGE : 329 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,200.87 ROUTE : STATE ROAD 19 CALL ORDER : 329 CONTRACT ID : B -27142-A COUNTIES : FULTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-51032 13857.000 kg | 1.67000 23141.19| | REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 69.700 m3 | 606.71000 42287.69| | CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1696.39000 6785.56| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51025 38.000 m | 259.60000 9864.80| | CONCRETE, C, RAILING | | | 0044 707-05979 114.000 m2 | 496.70000 56623.80| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0045 709-51821 LUMP| 1500.00000 1500.00| | SURFACE SEAL | | | 0046 715-05407 32.000 m | 38.58000 1234.56| | PIPE, END BENT DRAIN, 150 mm | | | 0047 801-04308 6.000 EACH| 360.00000 2160.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 23.000 EACH| 64.00000 1472.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 14.000 EACH| 90.00000 1260.00| | CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 450.00000 450.00| | MAINTAINING TRAFFIC | | | 0051 801-07118 14.400 m | 19.00000 273.60| | BARRICADE, III-A | | | 0052 801-07119 28.800 m | 23.00000 662.40| | BARRICADE, III-B | | | 0053 808-01226 9.000 EACH| 119.00000 1071.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0054 808-06712 49.000 m | 1.00000 49.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0055 808-06713 392.000 m | 1.00000 392.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 459,176.22| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 459,176.22| | ====================================================================================================================================