INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL CONTRACT TIME : 150 CALENDAR DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,230,135.57 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 3,231,437.28 100.0402% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,263,371.14 101.0289% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,707,903.00 114.7909% 5 35-1106884 ELLAS CONSTRUCTION CO $ 3,726,258.69 115.3592% ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-01925 6.000 MOS | 1650.00000 9900.00| 2330.00000 13980.00| 1400.00000 8400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 37000.00000 37000.00| 251385.42000 251385.42| 145000.00000 145000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 108015.00000 108015.00| 160000.00000 160000.00| 130000.00000 130000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 26466.00000 26466.00| 16000.00000 16000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-01441 27.000 m | 26.30000 710.10| 25.00000 675.00| 25.00000 675.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY FOR BOX TRUSS, REMOVE | | | 0006 202-02240 10000.000 m2 | 21.50000 215000.00| 9.03000 90300.00| 6.86000 68600.00 PAVEMENT, REMOVE | | | 0007 202-02241 179.000 m | 14.25000 2550.75| 13.50000 2416.50| 13.50000 2416.50 GUARDRAIL, REMOVE | | | 0008 202-02278 1000.000 m | 12.50000 12500.00| 10.51000 10510.00| 18.29000 18290.00 CURB, CONCRETE, REMOVE | | | 0009 202-03729 350.000 m | 42.00000 14700.00| 19.80000 6930.00| 28.00000 9800.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0010 202-03783 1.000 EACH| 315.80000 315.80| 300.00000 300.00| 300.00000 300.00 SIGN, PANEL, REMOVE | | | 0011 202-04089 21.000 EACH| 15.80000 331.80| 15.00000 315.00| 15.00000 315.00 SHEET SIGN, REMOVE | | | 0012 202-51330 LUMP| 210525.00000 210525.00| 250000.00000 250000.00| 280000.00000 280000.00 PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-52710 130.000 m2 | 17.20000 2236.00| 4.84000 629.20| 10.78000 1401.40 SIDEWALK, CONCRETE, REMOVE | | | 0014 202-60820 530.000 m2 | 7.60000 4028.00| 15.00000 7950.00| 15.00000 7950.00 SURFACE MILLING, ASPHALT | | | 0015 202-60822 55.000 m2 | 12.20000 671.00| 3.00000 165.00| 15.00000 825.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0016 202-74055 1.000 EACH| 1580.00000 1580.00| 1500.00000 1500.00| 1500.00000 1500.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0017 202-82069 LUMP| 421.00000 421.00| 400.00000 400.00| 400.00000 400.00 UNDERPASS CIRCUITRY, REMOVE | | | 0018 202-96022 1.000 EACH| 475.00000 475.00| 619.55000 619.55| 450.00000 450.00 CONCRETE FOUNDATION, REMOVE | | | 0019 202-99626 2.000 EACH| 547.40000 1094.80| 232.17000 464.34| 520.00000 1040.00 FOUNDATION FOR SIGNING, REMOVE | | | 0020 203-02000 30000.000 m3 | 8.05000 241500.00| 9.66000 289800.00| 8.37000 251100.00 EXCAVATION, COMMON | | | 0021 203-02010 1240.000 m3 | 30.00000 37200.00| 18.00000 22320.00| 14.50000 17980.00 EXCAVATION, ROCK | | | 0022 203-04523 LUMP| 0.01000 0.01| 17796.30000 17796.30| 10000.00000 10000.00 DEWATERING | | | 0023 205-02224 960.000 m | 5.90000 5664.00| 5.55000 5328.00| 5.55000 5328.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0024 205-02234 5.000 EACH| 85.00000 425.00| 80.00000 400.00| 80.00000 400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0025 205-02236 29.000 EACH| 85.00000 2465.00| 80.00000 2320.00| 80.00000 2320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0026 205-02237 23.000 EACH| 85.00000 1955.00| 80.00000 1840.00| 80.00000 1840.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0027 205-06789 128.000 m | 9.60000 1228.80| 9.05000 1158.40| 9.05000 1158.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | 0028 206-51220 3000.000 m3 | 10.60000 31800.00| 10.03000 30090.00| 12.56000 37680.00 EXCAVATION, WET | | | 0029 206-51230 195.000 m3 | 38.65000 7536.75| 21.68000 4227.60| 29.30000 5713.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 208-51500 LUMP| 8600.00000 8600.00| 4432.86000 4432.86| 4500.00000 4500.00 RESHAPE SPILL SLOPES , STR. NO. 2 | | | 0031 208-51500 LUMP| 4000.00000 4000.00| 4432.86000 4432.86| 4500.00000 4500.00 RESHAPE SPILL SLOPES , STR. NO. 3 | | | 0032 211-02060 270.000 m3 | 43.50000 11745.00| 11.94000 3223.80| 22.00000 5940.00 B BORROW FOR STRUCTURE BACKFILL | | | 0033 303-52308 2290.000 Mg | 14.30000 32747.00| 7.34000 16808.60| 13.50000 30915.00 COMPACTED AGGREGATE, O, 53 | | | 0034 304-04403 1600.000 m3 | 35.25000 56400.00| 25.47000 40752.00| 26.39000 42224.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0035 305-05204 2500.000 Mg | 50.00000 125000.00| 41.50000 103750.00| 41.50000 103750.00 HMA FOR PATCHING | | | 0036 305-92470 600.000 m2 | 140.80000 84480.00| 96.94000 58164.00| 103.85000 62310.00 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0037 401-04824 130.000 Mg | 42.85000 5570.50| 44.45000 5778.50| 44.45000 5778.50 HMA BASE 25.0 mm, SHOULDER | | | 0038 401-05456 1165.000 Mg | 58.00000 67570.00| 43.15000 50269.75| 43.15000 50269.75 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0039 402-05474 210.000 Mg | 42.30000 8883.00| 35.65000 7486.50| 35.65000 7486.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0040 402-05477 130.000 Mg | 57.25000 7442.50| 49.35000 6415.50| 49.35000 6415.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0041 402-05490 35.000 Mg | 63.25000 2213.75| 56.50000 1977.50| 56.50000 1977.50 HMA SURFACE 9.5 mm, SHOULDER | | | 0042 402-05498 1980.000 Mg | 47.70000 94446.00| 30.70000 60786.00| 30.70000 60786.00 HMA FOR PARKING AREA | | | 0043 405-05517 8.000 Mg | 375.00000 3000.00| 490.00000 3920.00| 490.00000 3920.00 ASPHALT FOR PRIME COAT | | | 0044 406-05520 9.000 Mg | 210.00000 1890.00| 470.00000 4230.00| 470.00000 4230.00 ASPHALT FOR TACK COAT | | | 0045 501-03489 258.000 EACH| 13.95000 3599.10| 6.12000 1578.96| 6.95000 1793.10 TIE BAR, RETROFIT | | | 0046 501-04635 780.000 m | 4.75000 3705.00| 4.50000 3510.00| 5.00000 3900.00 MILLED CONCRETE SHOULDER CORRUGATIONS | | | 0047 501-05180 9170.000 m2 | 39.25000 359922.50| 41.90000 384223.00| 38.51000 353136.70 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0048 501-05240 1735.000 m | 29.40000 51009.00| 21.75000 37736.25| 25.05000 43461.75 CONTRACTION JOINT, D1 | | | 0049 601-06226 2.000 EACH| 36025.00000 72050.00| 33500.00000 67000.00| 35000.00000 70000.00 IMPACT ATTENUATOR, CR, W2, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 601-06238 4.000 EACH| 32285.00000 129140.00| 30000.00000 120000.00| 31500.00000 126000.00 IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0051 601-52540 4.000 EACH| 2000.00000 8000.00| 1900.00000 7600.00| 1900.00000 7600.00 GUARDRAIL TERMINAL SECTION, W BEAM | | | 0052 601-99105 50.000 m | 73.85000 3692.50| 70.00000 3500.00| 70.00000 3500.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0053 604-06070 1325.000 m2 | 22.00000 29150.00| 28.23000 37404.75| 31.20000 41340.00 SIDEWALK, CONCRETE | | | 0054 604-06070 220.000 m2 | 31.00000 6820.00| 127.32000 28010.40| 113.50000 24970.00 SIDEWALK, CONCRETE ,STAMPED, 250mm | | | 0055 604-06367 600.000 m | 10.95000 6570.00| 2.81000 1686.00| 2.20000 1320.00 JOINT MATERIAL | | | 0056 605-06090 75.000 m | 41.70000 3127.50| 42.40000 3180.00| 42.40000 3180.00 CURB, INTEGRAL, CONCRETE | | | 0057 605-06095 120.000 m | 47.50000 5700.00| 42.90000 5148.00| 42.90000 5148.00 CURB, INTEGRAL, B, CONCRETE | | | 0058 605-06120 2130.000 m | 15.00000 31950.00| 40.20000 85626.00| 40.20000 85626.00 CURB, CONCRETE | | | 0059 605-92800 90.000 m | 52.00000 4680.00| 43.90000 3951.00| 43.90000 3951.00 CURB AND GUTTER, COMBINED, B, MODIFIED | | | 0060 610-05527 32.000 Mg | 115.25000 3688.00| 80.00000 2560.00| 80.00000 2560.00 HMA FOR APPROACHES | | | 0061 611-05330 665.000 m2 | 40.55000 26965.75| 30.04000 19976.60| 41.00000 27265.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0062 616-02320 769.000 m2 | 1.45000 1115.05| 2.88000 2214.72| 3.25000 2499.25 GEOTEXTILES | | | 0063 616-06405 91.000 Mg | 72.20000 6570.20| 28.57000 2599.87| 24.00000 2184.00 RIPRAP, REVETMENT | | | 0064 616-06425 140.000 m2 | 50.40000 7056.00| 49.18000 6885.20| 48.00000 6720.00 RIPRAP, GROUTED, 300 mm | | | 0065 616-06451 179.000 Mg | 55.25000 9889.75| 34.55000 6184.45| 25.00000 4475.00 RIPRAP, UNIFORM | | | 0066 616-51367 905.000 m2 | 65.40000 59187.00| 40.58000 36724.90| 48.90000 44254.50 SLOPEWALL, CONCRETE, 100 mm | | | 0067 621-01004 1.000 EACH| 1030.00000 1030.00| 975.00000 975.00| 975.00000 975.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-04258 27.200 kg | 426.30000 11595.36| 405.00000 11016.00| 405.00000 11016.00 SEED MIXTURE , TYPE 1, DRY MESIC SEED | | | 0069 621-04258 7.600 kg | 415.80000 3160.08| 365.00000 2774.00| 395.00000 3002.00 SEED MIXTURE , TYPE 2, TALL SEED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 621-06545 2.000 Mg | 1890.00000 3780.00| 1795.00000 3590.00| 1795.00000 3590.00 FERTILIZER | | | 0071 621-06554 1250.000 kg | 8.25000 10312.50| 7.82000 9775.00| 7.82000 9775.00 SEED MIXTURE, U | | | 0072 621-06565 35.000 Mg | 575.00000 20125.00| 548.00000 19180.00| 548.00000 19180.00 MULCHING MATERIAL | | | 0073 621-06570 5735.000 m3 | 16.60000 95201.00| 9.81000 56260.35| 18.42000 105638.70 TOP SOIL | | | 0074 621-06574 4500.000 m2 | 4.25000 19125.00| 4.05000 18225.00| 4.05000 18225.00 SODDING | | | 0075 621-52448 9.000 EACH| 26.00000 234.00| 25.00000 225.00| 25.00000 225.00 SIGN, DO NOT SPRAY | | | 0076 621-92650 2.700 ha | 1090.00000 2943.00| 1035.00000 2794.50| 1035.00000 2794.50 SEEDBED AND PLANTING BED PREPARATION | | | 0077 621-98038 56.000 m3 | 125.00000 7000.00| 118.00000 6608.00| 118.00000 6608.00 MULCH, HARDWOOD SHREDDED BARK | | | 0078 622-01103 51.000 EACH| 63.15000 3220.65| 60.00000 3060.00| 60.00000 3060.00 PLANT, ARONIA ARBUTIFOLIA BRILL | | | 0079 622-05640 263.000 EACH| 61.00000 16043.00| 58.00000 15254.00| 58.00000 15254.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0080 622-05642 17.000 EACH| 94.75000 1610.75| 90.00000 1530.00| 90.00000 1530.00 PLANT, DECIDUOUS SHRUB, OVER 1200 mm | | | 0081 622-05651 11.000 EACH| 490.50000 5395.50| 466.00000 5126.00| 466.00000 5126.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm POPULUS DELTOIDIES | | | 'SOUIXLAND' | | | 0082 622-90056 28.000 EACH| 86.30000 2416.40| 82.00000 2296.00| 82.00000 2296.00 PLANT, MYRICA PENNSYLVANICA | | | 0083 622-99033 21.000 EACH| 78.95000 1657.95| 75.00000 1575.00| 75.00000 1575.00 PLANT, CORNUS RACEMOSA | | | 0084 622-99034 50.000 EACH| 63.15000 3157.50| 60.00000 3000.00| 60.00000 3000.00 PLANT, RHUS AROMATICA | | | 0085 702-51005 155.000 m3 | 542.00000 84010.00| 244.37000 37877.35| 271.73700 42119.24 CONCRETE, A, SUBSTRUCTURE | | | 0086 702-51863 532.000 EACH| 8.65000 4601.80| 7.08000 3766.56| 7.07700 3764.96 FIELD DRILLED HOLE IN CONCRETE | | | 0087 703-51030 100.000 kg | 7.35000 735.00| 1.22000 122.00| 2.00000 200.00 REINFORCING STEEL , PAVEMENT | | | 0088 703-51032 4872.000 kg | 2.15000 10474.80| 1.47000 7161.84| 1.47300 7176.46 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 709-51821 LUMP| 1368.40000 1368.40| 845.75000 845.75| 1320.00000 1320.00 SURFACE SEAL , STR. NO. 2 | | | 0090 709-51821 LUMP| 1050.00000 1050.00| 233.75000 233.75| 360.00000 360.00 SURFACE SEAL , STR. NO. 3 | | | 0091 715-03475 4.000 EACH| 500.00000 2000.00| 417.93000 1671.72| 340.00000 1360.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0092 715-03584 2.000 EACH| 632.00000 1264.00| 535.93000 1071.86| 540.00000 1080.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0093 715-05048 1135.000 m | 10.35000 11747.25| 8.65000 9817.75| 10.00000 11350.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0094 715-05119 65.000 m | 168.00000 10920.00| 95.00000 6175.00| 118.00000 7670.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0095 715-05121 10.000 m | 119.00000 1190.00| 136.86000 1368.60| 163.00000 1630.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0096 715-05149 90.000 m | 96.85000 8716.50| 97.46000 8771.40| 108.00000 9720.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0097 715-05151 20.000 m | 158.00000 3160.00| 116.24000 2324.80| 128.00000 2560.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0098 715-05152 50.000 m | 131.50000 6575.00| 136.86000 6843.00| 127.00000 6350.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0099 718-06531 6.000 EACH| 660.00000 3960.00| 690.36000 4142.16| 150.00000 900.00 OUTLET PROTECTOR, 3 | | | 0100 718-52610 270.000 m3 | 47.50000 12825.00| 15.70000 4239.00| 25.00000 6750.00 AGGREGATE FOR UNDERDRAINS | | | 0101 718-99153 2920.000 m2 | 1.25000 3650.00| 1.31000 3825.20| 4.00000 11680.00 GEOTEXTILES FOR UNDERDRAIN | | | 0102 720-44000 24.000 EACH| 372.30000 8935.20| 504.33000 12103.92| 390.00000 9360.00 CASTING, ADJUST TO GRADE | | | 0103 720-44040 3.000 EACH| 1488.50000 4465.50| 321.93000 965.79| 1250.00000 3750.00 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0104 720-45235 5.000 EACH| 2050.00000 10250.00| 1814.00000 9070.00| 2050.00000 10250.00 CATCH BASIN, E7 | | | 0105 720-45250 4.000 EACH| 2395.00000 9580.00| 2755.25000 11021.00| 2250.00000 9000.00 CATCH BASIN, K10 | | | 0106 720-45410 1.000 EACH| 2025.00000 2025.00| 2172.49000 2172.49| 2700.00000 2700.00 MANHOLE, C4 | | | 0107 720-45605 6.000 m | 1470.00000 8820.00| 428.42000 2570.52| 1560.00000 9360.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0108 720-45610 6.000 m | 1680.00000 10080.00| 307.96000 1847.76| 1460.00000 8760.00 CATCH BASIN, RECONSTRUCT STRUCTURE | | | 0109 720-45615 6.000 m | 1680.00000 10080.00| 307.96000 1847.76| 1460.00000 8760.00 INLET, RECONSTRUCT STRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 720-95422 1.000 EACH| 3360.00000 3360.00| 2875.25000 2875.25| 2900.00000 2900.00 MANHOLE, J4 | | | 0111 720-98363 4.000 EACH| 2315.00000 9260.00| 2984.25000 11937.00| 2300.00000 9200.00 CATCH BASIN, MODIFIED K-9 | | | 0112 730-03321 1.000 EACH| 500.00000 500.00| 427.93000 427.93| 440.00000 440.00 SAFETY METAL END SECTION, 6:1, 300 mm | | | 0113 801-06710 320.000 DAY | 14.75000 4720.00| 14.00000 4480.00| 14.00000 4480.00 FLASHING ARROW SIGN | | | 0114 801-06775 LUMP| 95145.00000 95145.00| 150000.00000 150000.00| 220000.00000 220000.00 MAINTAINING TRAFFIC | | | 0115 801-09133 4.000 EACH| 6210.00000 24840.00| 5900.00000 23600.00| 5900.00000 23600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0116 802-02293 36.000 m3 | 400.00000 14400.00| 380.00000 13680.00| 380.00000 13680.00 CONCRETE, SIGN FOUNDATION | | | 0117 802-05701 87.000 m | 22.10000 1922.70| 21.00000 1827.00| 21.00000 1827.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0118 802-05702 96.600 m | 14.20000 1371.72| 13.50000 1304.10| 13.50000 1304.10 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0119 802-76015 73.749 m2 | 178.95000 13197.38| 169.98000 12535.86| 170.00000 12537.33 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0120 802-76025 4.010 m2 | 115.80000 464.36| 110.00000 441.10| 110.00000 441.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0121 802-76035 40.810 m2 | 121.05000 4940.05| 115.00000 4693.15| 115.00000 4693.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0122 802-76045 0.590 m2 | 157.90000 93.16| 150.00000 88.50| 150.00000 88.50 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0123 802-76095 145.000 kg | 3.40000 493.00| 3.20000 464.00| 3.20000 464.00 STRUCTURAL STEEL, BREAKAWAY | | | 0124 802-91122 8.000 EACH| 105.25000 842.00| 100.00000 800.00| 100.00000 800.00 SIGN, GROUND MOUNTED, RESET | | | 0125 803-02310 1220.000 kg | 1.70000 2074.00| 1.60000 1952.00| 1.60000 1952.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0126 803-76110 2.000 EACH| 29410.50000 58821.00| 27940.00000 55880.00| 27940.00000 55880.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0127 804-06771 16.000 EACH| 25.25000 404.00| 25.00000 400.00| 25.00000 400.00 DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 805-01842 5.000 EACH| 684.20000 3421.00| 650.00000 3250.00| 650.00000 3250.00 HANDHOLE, SIGNAL | | | 0129 805-01844 715.000 m | 34.75000 24846.25| 33.00000 23595.00| 33.00000 23595.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0130 805-02373 270.000 m | 7.60000 2052.00| 7.20000 1944.00| 7.20000 1944.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0131 805-02445 1.000 EACH| 8263.15000 8263.15| 7850.00000 7850.00| 7850.00000 7850.00 CONTROLLER CABINET, P1 | | | 0132 805-02639 4.000 EACH| 2210.50000 8842.00| 2100.00000 8400.00| 2100.00000 8400.00 SIGNAL POLE, MAST ARM 6.1 m | | | 0133 805-02658 520.000 m | 5.80000 3016.00| 5.50000 2860.00| 5.50000 2860.00 CABLE, COAXIAL | | | 0134 805-03176 3.000 EACH| 2630.00000 7890.00| 2500.00000 7500.00| 2500.00000 7500.00 SIGNAL POLE, MAST ARM 10.7 m | | | 0135 805-03709 6.000 EACH| 2263.15000 13578.90| 2150.00000 12900.00| 2150.00000 12900.00 SIGNAL SUPPORT FOUNDATION, MODIFIED | | | 915mm X 7.10 m | | | 0136 805-04515 2.000 EACH| 3000.00000 6000.00| 2850.00000 5700.00| 2850.00000 5700.00 SIGNAL STRAIN POLE, STEEL, 7.9m | | | 0137 805-06887 1.000 EACH| 34210.50000 34210.50| 32500.00000 32500.00| 32500.00000 32500.00 VIDEO VEHICLE DETECTOR SYSTEM WITH 6 | | | CAMERAS | | | 0138 805-78205 4.000 EACH| 473.75000 1895.00| 450.00000 1800.00| 450.00000 1800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0139 805-78205 4.000 EACH| 484.25000 1937.00| 460.00000 1840.00| 460.00000 1840.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN , TUNNEL VISOR | | | 0140 805-78215 8.000 EACH| 484.25000 3874.00| 460.00000 3680.00| 460.00000 3680.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0141 805-78415 4.000 EACH| 1736.85000 6947.40| 1650.00000 6600.00| 1650.00000 6600.00 SPAN, CATENARY, AND TETHER | | | 0142 805-78420 4.000 EACH| 315.80000 1263.20| 300.00000 1200.00| 300.00000 1200.00 DISCONNECT HANGER | | | 0143 805-78445 1.000 EACH| 421.05000 421.05| 400.00000 400.00| 400.00000 400.00 SIGNAL SERVICE | | | 0144 805-78467 80.000 m | 4.75000 380.00| 4.50000 360.00| 4.50000 360.00 SIGNAL CABLE, 3C 8GA. | | | 0145 805-78480 320.000 m | 3.25000 1040.00| 3.10000 992.00| 3.10000 992.00 SIGNAL CABLE, 3C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 805-78485 455.000 m | 3.50000 1592.50| 3.30000 1501.50| 3.30000 1501.50 SIGNAL CABLE, 5C 14GA. | | | 0147 805-78490 355.000 m | 3.80000 1349.00| 3.60000 1278.00| 3.60000 1278.00 SIGNAL CABLE, 7C 14GA. | | | 0148 805-78925 1.000 EACH| 579.00000 579.00| 550.00000 550.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0149 805-81060 4.000 EACH| 3947.50000 15790.00| 3750.00000 15000.00| 3750.00000 15000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0150 805-86889 230.000 m | 2.00000 460.00| 1.90000 437.00| 1.90000 437.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0151 805-86910 8.000 EACH| 27.90000 223.20| 26.50000 212.00| 26.50000 212.00 CONNECTOR KIT, UNFUSED | | | 0152 805-86915 8.000 EACH| 47.35000 378.80| 45.00000 360.00| 45.00000 360.00 CONNECTOR KIT, FUSED | | | 0153 805-86925 40.000 EACH| 32.85000 1314.00| 31.20000 1248.00| 31.20000 1248.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0154 805-86935 20.000 EACH| 41.25000 825.00| 39.20000 784.00| 39.20000 784.00 INSULATING LINK, WATERPROOFED | | | 0155 805-98335 964.000 m | 13.15000 12676.60| 12.50000 12050.00| 12.50000 12050.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0156 805-98336 50.000 m | 13.15000 657.50| 12.50000 625.00| 12.50000 625.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0157 807-02191 13.000 EACH| 526.35000 6842.55| 500.00000 6500.00| 500.00000 6500.00 HANDHOLE, LIGHTING | | | 0158 807-02194 1.000 EACH| 4105.25000 4105.25| 3900.00000 3900.00| 3900.00000 3900.00 SERVICE POINT, II, MODIFIED | | | 0159 807-02579 2.000 EACH| 758.00000 1516.00| 720.00000 1440.00| 720.00000 1440.00 MAST ARM, 4.6 m. | | | 0160 807-06476 1.000 EACH| 4042.00000 4042.00| 3840.00000 3840.00| 3840.00000 3840.00 LIGHT POLE, HIGH MAST, RELOCATE | | | 0161 807-78590 3.000 EACH| 526.30000 1578.90| 500.00000 1500.00| 500.00000 1500.00 HANDHOLE INTERCONNECT | | | 0162 807-82004 1.000 EACH| 736.85000 736.85| 700.00000 700.00| 700.00000 700.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0163 807-82009 1.000 EACH| 1158.00000 1158.00| 1100.00000 1100.00| 1100.00000 1100.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, | | | 10 LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0164 807-86620 4.000 EACH| 263.15000 1052.60| 250.00000 1000.00| 250.00000 1000.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0165 807-86832 1.000 EACH| 6842.10000 6842.10| 6500.00000 6500.00| 6500.00000 6500.00 CONCRETE FOUNDATION WITH GROUNDING, | | | HIGH MAST TOWER | | | 0166 807-86910 4.000 EACH| 30.00000 120.00| 28.50000 114.00| 28.50000 114.00 CONNECTOR KIT, UNFUSED | | | 0167 807-86915 4.000 EACH| 44.25000 177.00| 42.00000 168.00| 42.00000 168.00 CONNECTOR KIT, FUSED | | | 0168 807-86955 10.000 EACH| 84.25000 842.50| 80.00000 800.00| 80.00000 800.00 CABLE DUCT MARKER | | | 0169 807-87230 15.000 EACH| 368.50000 5527.50| 350.00000 5250.00| 350.00000 5250.00 LUMINAIRE, SIGN, MERCURY VAPOR WITH | | | GLARE AND VANDAL SHIELD 250 WATT, | | | FURNISH | | | 0170 808-03631 195.000 m | 3.70000 721.50| 2.16000 421.20| 4.00000 780.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0171 808-03632 195.000 m | 3.70000 721.50| 2.16000 421.20| 4.00000 780.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0172 808-04767 220.000 m | 5.50000 1210.00| 3.25000 715.00| 5.50000 1210.00 LINE , EPOXY, BROKEN, WHITE, 150 mm | | | 0173 808-04896 15.000 m | 3.70000 55.50| 2.16000 32.40| 4.00000 60.00 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0174 808-06701 580.000 m | 1.20000 696.00| 1.61000 933.80| 1.35000 783.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0175 808-06703 380.000 m | 1.20000 456.00| 1.61000 611.80| 1.20000 456.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0176 808-06705 270.000 m | 2.40000 648.00| 3.21000 866.70| 3.00000 810.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0177 808-06714 540.000 m | 2.65000 1431.00| 2.50000 1350.00| 1.20000 648.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0178 808-06723 5.000 EACH| 58.00000 290.00| 55.00000 275.00| 45.00000 225.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0179 808-74804 620.000 m | 5.50000 3410.00| 3.25000 2015.00| 5.50000 3410.00 LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0180 808-74805 40.000 m | 65.25000 2610.00| 12.99000 519.60| 65.00000 2600.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 808-74807 8.000 EACH| 236.85000 1894.80| 57.00000 456.00| 220.00000 1760.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0182 808-74808 4.000 EACH| 331.50000 1326.00| 75.92000 303.68| 310.00000 1240.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0183 808-75240 30.000 m | 1.20000 36.00| 1.61000 48.30| 1.80000 54.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0184 808-75245 1600.000 m | 1.20000 1920.00| 1.61000 2576.00| 1.35000 2160.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0185 808-75272 60.000 m | 14.55000 873.00| 8.69000 521.40| 8.75000 525.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0186 808-75278 50.000 m | 7.25000 362.50| 8.69000 434.50| 8.75000 437.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0187 808-75297 35.000 m | 14.55000 509.25| 8.69000 304.15| 8.75000 306.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0188 808-75320 7.000 EACH| 68.40000 478.80| 38.00000 266.00| 65.00000 455.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0189 808-75325 2.000 EACH| 100.00000 200.00| 42.00000 84.00| 95.00000 190.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0190 808-75996 100.000 EACH| 7.50000 750.00| 13.50000 1350.00| 16.10000 1610.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0191 808-75998 100.000 EACH| 31.50000 3150.00| 25.60000 2560.00| 33.50000 3350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0192 808-92027 205.000 m | 2.40000 492.00| 3.21000 658.05| 3.00000 615.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0193 808-96074 440.000 m | 5.50000 2420.00| 3.25000 1430.00| 5.50000 2420.00 LINE, EPOXY, SOLID, YELLOW, 150 mm | | | SECTION TOTALS | $ 3,230,135.57| $ 3,231,437.28| $ 3,263,371.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,230,135.57| $ 3,231,437.28| $ 3,263,371.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-01925 6.000 MOS | 1845.90000 11075.40| 1600.00000 9600.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 34543.61000 34543.61| 65000.00000 65000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 184277.46000 184277.46| 180000.00000 180000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15038.45000 15038.45| 36000.00000 36000.00| CLEARING RIGHT OF WAY | | | 0005 202-01441 27.000 m | 25.00000 675.00| 25.00000 675.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY FOR BOX TRUSS, REMOVE | | | 0006 202-02240 10000.000 m2 | 12.09000 120900.00| 7.95000 79500.00| PAVEMENT, REMOVE | | | 0007 202-02241 179.000 m | 13.50000 2416.50| 13.50000 2416.50| GUARDRAIL, REMOVE | | | 0008 202-02278 1000.000 m | 1.51000 1510.00| 10.32000 10320.00| CURB, CONCRETE, REMOVE | | | 0009 202-03729 350.000 m | 36.92000 12922.00| 25.00000 8750.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0010 202-03783 1.000 EACH| 300.00000 300.00| 300.00000 300.00| SIGN, PANEL, REMOVE | | | 0011 202-04089 21.000 EACH| 15.00000 315.00| 15.00000 315.00| SHEET SIGN, REMOVE | | | 0012 202-51330 LUMP| 246092.71000 246092.71| 400000.00000 400000.00| PRESENT STRUCTURE, REMOVE | | | 0013 202-52710 130.000 m2 | 341.08000 44340.40| 12.00000 1560.00| SIDEWALK, CONCRETE, REMOVE | | | 0014 202-60820 530.000 m2 | 3.86000 2045.80| 9.00000 4770.00| SURFACE MILLING, ASPHALT | | | 0015 202-60822 55.000 m2 | 4.36000 239.80| 15.00000 825.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0016 202-74055 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0017 202-82069 LUMP| 400.00000 400.00| 400.00000 400.00| UNDERPASS CIRCUITRY, REMOVE | | | 0018 202-96022 1.000 EACH| 450.00000 450.00| 450.00000 450.00| CONCRETE FOUNDATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 202-99626 2.000 EACH| 520.00000 1040.00| 520.00000 1040.00| FOUNDATION FOR SIGNING, REMOVE | | | 0020 203-02000 30000.000 m3 | 24.74000 742200.00| 14.00000 420000.00| EXCAVATION, COMMON | | | 0021 203-02010 1240.000 m3 | 36.78000 45607.20| 28.00000 34720.00| EXCAVATION, ROCK | | | 0022 203-04523 LUMP| 29866.97000 29866.97| 200000.00000 200000.00| DEWATERING | | | 0023 205-02224 960.000 m | 5.55000 5328.00| 5.55000 5328.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0024 205-02234 5.000 EACH| 80.00000 400.00| 80.00000 400.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0025 205-02236 29.000 EACH| 80.00000 2320.00| 80.00000 2320.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0026 205-02237 23.000 EACH| 80.00000 1840.00| 80.00000 1840.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0027 205-06789 128.000 m | 9.05000 1158.40| 9.00000 1152.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | 0028 206-51220 3000.000 m3 | 30.35000 91050.00| 15.55000 46650.00| EXCAVATION, WET | | | 0029 206-51230 195.000 m3 | 47.78000 9317.10| 20.35000 3968.25| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 208-51500 LUMP| 5567.47000 5567.47| 4500.00000 4500.00| RESHAPE SPILL SLOPES , STR. NO. 2 | | | 0031 208-51500 LUMP| 5567.47000 5567.47| 4500.00000 4500.00| RESHAPE SPILL SLOPES , STR. NO. 3 | | | 0032 211-02060 270.000 m3 | 18.55000 5008.50| 26.50000 7155.00| B BORROW FOR STRUCTURE BACKFILL | | | 0033 303-52308 2290.000 Mg | 14.69000 33640.10| 15.00000 34350.00| COMPACTED AGGREGATE, O, 53 | | | 0034 304-04403 1600.000 m3 | 34.33000 54928.00| 35.00000 56000.00| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0035 305-05204 2500.000 Mg | 49.59000 123975.00| 44.00000 110000.00| HMA FOR PATCHING | | | 0036 305-92470 600.000 m2 | 132.60000 79560.00| 110.00000 66000.00| PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 401-04824 130.000 Mg | 50.00000 6500.00| 50.00000 6500.00| HMA BASE 25.0 mm, SHOULDER | | | 0038 401-05456 1165.000 Mg | 50.00000 58250.00| 50.00000 58250.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0039 402-05474 210.000 Mg | 48.00000 10080.00| 48.00000 10080.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0040 402-05477 130.000 Mg | 55.00000 7150.00| 55.00000 7150.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0041 402-05490 35.000 Mg | 55.00000 1925.00| 55.00000 1925.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0042 402-05498 1980.000 Mg | 42.00000 83160.00| 42.00000 83160.00| HMA FOR PARKING AREA | | | 0043 405-05517 8.000 Mg | 400.00000 3200.00| 400.00000 3200.00| ASPHALT FOR PRIME COAT | | | 0044 406-05520 9.000 Mg | 450.00000 4050.00| 450.00000 4050.00| ASPHALT FOR TACK COAT | | | 0045 501-03489 258.000 EACH| 14.16000 3653.28| 14.00000 3612.00| TIE BAR, RETROFIT | | | 0046 501-04635 780.000 m | 5.65000 4407.00| 5.50000 4290.00| MILLED CONCRETE SHOULDER CORRUGATIONS | | | 0047 501-05180 9170.000 m2 | 36.37000 333512.90| 44.00000 403480.00| CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0048 501-05240 1735.000 m | 24.14000 41882.90| 31.00000 53785.00| CONTRACTION JOINT, D1 | | | 0049 601-06226 2.000 EACH| 34500.00000 69000.00| 33500.00000 67000.00| IMPACT ATTENUATOR, CR, W2, TL-2 | | | 0050 601-06238 4.000 EACH| 31000.00000 124000.00| 30000.00000 120000.00| IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0051 601-52540 4.000 EACH| 1900.00000 7600.00| 1900.00000 7600.00| GUARDRAIL TERMINAL SECTION, W BEAM | | | 0052 601-99105 50.000 m | 70.00000 3500.00| 70.00000 3500.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0053 604-06070 1325.000 m2 | 23.26000 30819.50| 31.20000 41340.00| SIDEWALK, CONCRETE | | | 0054 604-06070 220.000 m2 | 36.17000 7957.40| 113.50000 24970.00| SIDEWALK, CONCRETE ,STAMPED, 250mm | | | 0055 604-06367 600.000 m | 8.93000 5358.00| 2.20000 1320.00| JOINT MATERIAL | | | 0056 605-06090 75.000 m | 23.78000 1783.50| 42.40000 3180.00| CURB, INTEGRAL, CONCRETE | | | 0057 605-06095 120.000 m | 23.29000 2794.80| 42.90000 5148.00| CURB, INTEGRAL, B, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 605-06120 2130.000 m | 20.53000 43728.90| 40.20000 85626.00| CURB, CONCRETE | | | 0059 605-92800 90.000 m | 35.62000 3205.80| 44.00000 3960.00| CURB AND GUTTER, COMBINED, B, MODIFIED | | | 0060 610-05527 32.000 Mg | 75.00000 2400.00| 75.00000 2400.00| HMA FOR APPROACHES | | | 0061 611-05330 665.000 m2 | 35.09000 23334.85| 41.40000 27531.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0062 616-02320 769.000 m2 | 2.52000 1937.88| 2.50000 1922.50| GEOTEXTILES | | | 0063 616-06405 91.000 Mg | 35.11000 3195.01| 29.00000 2639.00| RIPRAP, REVETMENT | | | 0064 616-06425 140.000 m2 | 44.96000 6294.40| 40.65000 5691.00| RIPRAP, GROUTED, 300 mm | | | 0065 616-06451 179.000 Mg | 35.11000 6284.69| 29.00000 5191.00| RIPRAP, UNIFORM | | | 0066 616-51367 905.000 m2 | 42.01000 38019.05| 49.00000 44345.00| SLOPEWALL, CONCRETE, 100 mm | | | 0067 621-01004 1.000 EACH| 975.00000 975.00| 975.00000 975.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-04258 27.200 kg | 405.00000 11016.00| 405.00000 11016.00| SEED MIXTURE , TYPE 1, DRY MESIC SEED | | | 0069 621-04258 7.600 kg | 395.00000 3002.00| 395.00000 3002.00| SEED MIXTURE , TYPE 2, TALL SEED | | | 0070 621-06545 2.000 Mg | 1795.00000 3590.00| 1800.00000 3600.00| FERTILIZER | | | 0071 621-06554 1250.000 kg | 7.82000 9775.00| 8.00000 10000.00| SEED MIXTURE, U | | | 0072 621-06565 35.000 Mg | 548.00000 19180.00| 550.00000 19250.00| MULCHING MATERIAL | | | 0073 621-06570 5735.000 m3 | 17.60000 100936.00| 10.00000 57350.00| TOP SOIL | | | 0074 621-06574 4500.000 m2 | 4.05000 18225.00| 4.05000 18225.00| SODDING | | | 0075 621-52448 9.000 EACH| 25.00000 225.00| 25.00000 225.00| SIGN, DO NOT SPRAY | | | 0076 621-92650 2.700 ha | 1035.00000 2794.50| 1035.00000 2794.50| SEEDBED AND PLANTING BED PREPARATION | | | 0077 621-98038 56.000 m3 | 118.00000 6608.00| 118.00000 6608.00| MULCH, HARDWOOD SHREDDED BARK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 622-01103 51.000 EACH| 60.00000 3060.00| 60.00000 3060.00| PLANT, ARONIA ARBUTIFOLIA BRILL | | | 0079 622-05640 263.000 EACH| 58.00000 15254.00| 58.00000 15254.00| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0080 622-05642 17.000 EACH| 90.00000 1530.00| 90.00000 1530.00| PLANT, DECIDUOUS SHRUB, OVER 1200 mm | | | 0081 622-05651 11.000 EACH| 466.00000 5126.00| 466.00000 5126.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm POPULUS DELTOIDIES | | | 'SOUIXLAND' | | | 0082 622-90056 28.000 EACH| 82.00000 2296.00| 82.00000 2296.00| PLANT, MYRICA PENNSYLVANICA | | | 0083 622-99033 21.000 EACH| 75.00000 1575.00| 75.00000 1575.00| PLANT, CORNUS RACEMOSA | | | 0084 622-99034 50.000 EACH| 60.00000 3000.00| 60.00000 3000.00| PLANT, RHUS AROMATICA | | | 0085 702-51005 155.000 m3 | 545.27000 84516.85| 400.00000 62000.00| CONCRETE, A, SUBSTRUCTURE | | | 0086 702-51863 532.000 EACH| 13.64000 7256.48| 9.00000 4788.00| FIELD DRILLED HOLE IN CONCRETE | | | 0087 703-51030 100.000 kg | 1.32000 132.00| 1.70000 170.00| REINFORCING STEEL , PAVEMENT | | | 0088 703-51032 4872.000 kg | 1.34000 6528.48| 1.83000 8915.76| REINFORCING STEEL, EPOXY COATED | | | 0089 709-51821 LUMP| 736.30000 736.30| 1000.00000 1000.00| SURFACE SEAL , STR. NO. 2 | | | 0090 709-51821 LUMP| 203.50000 203.50| 500.00000 500.00| SURFACE SEAL , STR. NO. 3 | | | 0091 715-03475 4.000 EACH| 352.46000 1409.84| 355.00000 1420.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0092 715-03584 2.000 EACH| 459.58000 919.16| 470.00000 940.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0093 715-05048 1135.000 m | 6.85000 7774.75| 15.50000 17592.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0094 715-05119 65.000 m | 73.01000 4745.65| 69.50000 4517.50| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0095 715-05121 10.000 m | 81.93000 819.30| 105.00000 1050.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0096 715-05149 90.000 m | 68.16000 6134.40| 85.00000 7650.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-05151 20.000 m | 74.85000 1497.00| 155.00000 3100.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0098 715-05152 50.000 m | 73.90000 3695.00| 350.00000 17500.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0099 718-06531 6.000 EACH| 420.02000 2520.12| 600.00000 3600.00| OUTLET PROTECTOR, 3 | | | 0100 718-52610 270.000 m3 | 22.52000 6080.40| 30.00000 8100.00| AGGREGATE FOR UNDERDRAINS | | | 0101 718-99153 2920.000 m2 | 0.87000 2540.40| 1.35000 3942.00| GEOTEXTILES FOR UNDERDRAIN | | | 0102 720-44000 24.000 EACH| 207.45000 4978.80| 256.00000 6144.00| CASTING, ADJUST TO GRADE | | | 0103 720-44040 3.000 EACH| 317.45000 952.35| 370.00000 1110.00| CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0104 720-45235 5.000 EACH| 1109.02000 5545.10| 1100.00000 5500.00| CATCH BASIN, E7 | | | 0105 720-45250 4.000 EACH| 1424.03000 5696.12| 1600.00000 6400.00| CATCH BASIN, K10 | | | 0106 720-45410 1.000 EACH| 1652.05000 1652.05| 1100.00000 1100.00| MANHOLE, C4 | | | 0107 720-45605 6.000 m | 828.35000 4970.10| 650.00000 3900.00| MANHOLE, RECONSTRUCT STRUCTURE | | | 0108 720-45610 6.000 m | 720.02000 4320.12| 650.00000 3900.00| CATCH BASIN, RECONSTRUCT STRUCTURE | | | 0109 720-45615 6.000 m | 707.43000 4244.58| 650.00000 3900.00| INLET, RECONSTRUCT STRUCTURE | | | 0110 720-95422 1.000 EACH| 2682.07000 2682.07| 10100.00000 10100.00| MANHOLE, J4 | | | 0111 720-98363 4.000 EACH| 1231.03000 4924.12| 1800.00000 7200.00| CATCH BASIN, MODIFIED K-9 | | | 0112 730-03321 1.000 EACH| 440.02000 440.02| 363.00000 363.00| SAFETY METAL END SECTION, 6:1, 300 mm | | | 0113 801-06710 320.000 DAY | 13.00000 4160.00| 14.00000 4480.00| FLASHING ARROW SIGN | | | 0114 801-06775 LUMP| 128294.81000 128294.81| 132100.00000 132100.00| MAINTAINING TRAFFIC | | | 0115 801-09133 4.000 EACH| 5875.00000 23500.00| 5900.00000 23600.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0116 802-02293 36.000 m3 | 380.00000 13680.00| 380.00000 13680.00| CONCRETE, SIGN FOUNDATION | | | 0117 802-05701 87.000 m | 21.00000 1827.00| 21.00000 1827.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 802-05702 96.600 m | 13.50000 1304.10| 13.50000 1304.10| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0119 802-76015 73.749 m2 | 170.00000 12537.33| 170.00000 12537.33| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0120 802-76025 4.010 m2 | 110.00000 441.10| 110.00000 441.10| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0121 802-76035 40.810 m2 | 115.00000 4693.15| 115.00000 4693.15| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0122 802-76045 0.590 m2 | 150.00000 88.50| 150.00000 88.50| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0123 802-76095 145.000 kg | 3.25000 471.25| 3.20000 464.00| STRUCTURAL STEEL, BREAKAWAY | | | 0124 802-91122 8.000 EACH| 100.00000 800.00| 100.00000 800.00| SIGN, GROUND MOUNTED, RESET | | | 0125 803-02310 1220.000 kg | 1.60000 1952.00| 1.60000 1952.00| REINFORCING STEEL, SIGN FOUNDATION | | | 0126 803-76110 2.000 EACH| 27940.00000 55880.00| 28000.00000 56000.00| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0127 804-06771 16.000 EACH| 25.00000 400.00| 25.00000 400.00| DELINEATOR POST, FLEXIBLE | | | 0128 805-01842 5.000 EACH| 650.00000 3250.00| 650.00000 3250.00| HANDHOLE, SIGNAL | | | 0129 805-01844 715.000 m | 33.00000 23595.00| 33.00000 23595.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0130 805-02373 270.000 m | 7.20000 1944.00| 7.20000 1944.00| INTERCONNECT CABLE, FIBER OPTIC | | | 0131 805-02445 1.000 EACH| 7850.00000 7850.00| 7850.00000 7850.00| CONTROLLER CABINET, P1 | | | 0132 805-02639 4.000 EACH| 2100.00000 8400.00| 2100.00000 8400.00| SIGNAL POLE, MAST ARM 6.1 m | | | 0133 805-02658 520.000 m | 5.50000 2860.00| 5.50000 2860.00| CABLE, COAXIAL | | | 0134 805-03176 3.000 EACH| 2500.00000 7500.00| 2500.00000 7500.00| SIGNAL POLE, MAST ARM 10.7 m | | | 0135 805-03709 6.000 EACH| 2150.00000 12900.00| 2150.00000 12900.00| SIGNAL SUPPORT FOUNDATION, MODIFIED | | | 915mm X 7.10 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 805-04515 2.000 EACH| 2850.00000 5700.00| 2850.00000 5700.00| SIGNAL STRAIN POLE, STEEL, 7.9m | | | 0137 805-06887 1.000 EACH| 32500.00000 32500.00| 32500.00000 32500.00| VIDEO VEHICLE DETECTOR SYSTEM WITH 6 | | | CAMERAS | | | 0138 805-78205 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0139 805-78205 4.000 EACH| 460.00000 1840.00| 460.00000 1840.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN , TUNNEL VISOR | | | 0140 805-78215 8.000 EACH| 460.00000 3680.00| 460.00000 3680.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0141 805-78415 4.000 EACH| 1650.00000 6600.00| 1650.00000 6600.00| SPAN, CATENARY, AND TETHER | | | 0142 805-78420 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| DISCONNECT HANGER | | | 0143 805-78445 1.000 EACH| 400.00000 400.00| 400.00000 400.00| SIGNAL SERVICE | | | 0144 805-78467 80.000 m | 4.50000 360.00| 4.50000 360.00| SIGNAL CABLE, 3C 8GA. | | | 0145 805-78480 320.000 m | 3.10000 992.00| 3.10000 992.00| SIGNAL CABLE, 3C 14GA. | | | 0146 805-78485 455.000 m | 3.30000 1501.50| 3.30000 1501.50| SIGNAL CABLE, 5C 14GA. | | | 0147 805-78490 355.000 m | 3.60000 1278.00| 3.60000 1278.00| SIGNAL CABLE, 7C 14GA. | | | 0148 805-78925 1.000 EACH| 550.00000 550.00| 550.00000 550.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0149 805-81060 4.000 EACH| 3750.00000 15000.00| 3750.00000 15000.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0150 805-86889 230.000 m | 1.90000 437.00| 1.90000 437.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0151 805-86910 8.000 EACH| 26.50000 212.00| 26.50000 212.00| CONNECTOR KIT, UNFUSED | | | 0152 805-86915 8.000 EACH| 45.00000 360.00| 45.00000 360.00| CONNECTOR KIT, FUSED | | | 0153 805-86925 40.000 EACH| 31.20000 1248.00| 31.20000 1248.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 805-86935 20.000 EACH| 39.20000 784.00| 39.20000 784.00| INSULATING LINK, WATERPROOFED | | | 0155 805-98335 964.000 m | 12.50000 12050.00| 12.50000 12050.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0156 805-98336 50.000 m | 12.50000 625.00| 12.50000 625.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0157 807-02191 13.000 EACH| 500.00000 6500.00| 500.00000 6500.00| HANDHOLE, LIGHTING | | | 0158 807-02194 1.000 EACH| 3900.00000 3900.00| 3900.00000 3900.00| SERVICE POINT, II, MODIFIED | | | 0159 807-02579 2.000 EACH| 720.00000 1440.00| 720.00000 1440.00| MAST ARM, 4.6 m. | | | 0160 807-06476 1.000 EACH| 3840.00000 3840.00| 3840.00000 3840.00| LIGHT POLE, HIGH MAST, RELOCATE | | | 0161 807-78590 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| HANDHOLE INTERCONNECT | | | 0162 807-82004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0163 807-82009 1.000 EACH| 1100.00000 1100.00| 1100.00000 1100.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, | | | 10 LUMINAIRES | | | 0164 807-86620 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0165 807-86832 1.000 EACH| 6500.00000 6500.00| 6500.00000 6500.00| CONCRETE FOUNDATION WITH GROUNDING, | | | HIGH MAST TOWER | | | 0166 807-86910 4.000 EACH| 28.50000 114.00| 28.50000 114.00| CONNECTOR KIT, UNFUSED | | | 0167 807-86915 4.000 EACH| 42.00000 168.00| 42.00000 168.00| CONNECTOR KIT, FUSED | | | 0168 807-86955 10.000 EACH| 80.00000 800.00| 80.00000 800.00| CABLE DUCT MARKER | | | 0169 807-87230 15.000 EACH| 350.00000 5250.00| 350.00000 5250.00| LUMINAIRE, SIGN, MERCURY VAPOR WITH | | | GLARE AND VANDAL SHIELD 250 WATT, | | | FURNISH | | | 0170 808-03631 195.000 m | 3.50000 682.50| 3.50000 682.50| LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 808-03632 195.000 m | 3.50000 682.50| 3.50000 682.50| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0172 808-04767 220.000 m | 5.25000 1155.00| 5.25000 1155.00| LINE , EPOXY, BROKEN, WHITE, 150 mm | | | 0173 808-04896 15.000 m | 3.50000 52.50| 3.50000 52.50| LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0174 808-06701 580.000 m | 1.15000 667.00| 1.15000 667.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0175 808-06703 380.000 m | 1.15000 437.00| 1.15000 437.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0176 808-06705 270.000 m | 2.30000 621.00| 2.30000 621.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0177 808-06714 540.000 m | 2.50000 1350.00| 2.50000 1350.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0178 808-06723 5.000 EACH| 55.00000 275.00| 55.00000 275.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0179 808-74804 620.000 m | 5.25000 3255.00| 5.25000 3255.00| LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0180 808-74805 40.000 m | 62.00000 2480.00| 62.00000 2480.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0181 808-74807 8.000 EACH| 225.00000 1800.00| 225.00000 1800.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0182 808-74808 4.000 EACH| 315.00000 1260.00| 315.00000 1260.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0183 808-75240 30.000 m | 1.15000 34.50| 1.15000 34.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0184 808-75245 1600.000 m | 1.15000 1840.00| 1.15000 1840.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0185 808-75272 60.000 m | 13.80000 828.00| 14.00000 840.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0186 808-75278 50.000 m | 6.90000 345.00| 7.00000 350.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 460 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,056,665.92 ROUTE : I-90 CALL ORDER : 460 CONTRACT ID : BT-25214-A COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 808-75297 35.000 m | 13.80000 483.00| 14.00000 490.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0188 808-75320 7.000 EACH| 65.00000 455.00| 65.00000 455.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0189 808-75325 2.000 EACH| 95.00000 190.00| 95.00000 190.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0190 808-75996 100.000 EACH| 4.87000 487.00| 5.25000 525.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0191 808-75998 100.000 EACH| 30.00000 3000.00| 30.00000 3000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0192 808-92027 205.000 m | 2.30000 471.50| 2.30000 471.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0193 808-96074 440.000 m | 5.25000 2310.00| 5.25000 2310.00| LINE, EPOXY, SOLID, YELLOW, 150 mm | | | SECTION TOTALS | $ 3,707,903.00| $ 3,726,258.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,707,903.00| $ 3,726,258.69| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 462 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,488,257.25 ROUTE : I-90 CALL ORDER : 462 CONTRACT ID : BT-25215-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL CONTRACT TIME : 08/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 2,273,395.96 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,383,132.83 104.8270% 3 36-2231526 WALSH CONSTR CO OF ILL $ 3,071,394.07 135.1015% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1681.08000 10086.48| 1898.75000 11392.50| 2563.33000 15379.98 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2967.26000 2967.26| 10270.24000 10270.24| 219127.88000 219127.88 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 112531.04000 112531.04| 115006.52000 115006.52| 150000.00000 150000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2415.10000 2415.10| 1300.00000 1300.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY , STR. 24-B | | | 0005 201-52370 LUMP| 1260.07000 1260.07| 1300.00000 1300.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY , STR. 24-C | | | 0006 201-52370 LUMP| 2415.10000 2415.10| 1300.00000 1300.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY , STR. 25-A | | | 0007 201-52370 LUMP| 1260.07000 1260.07| 1300.00000 1300.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY , STR. 26-A | | | 0008 201-52370 LUMP| 1260.07000 1260.07| 1300.00000 1300.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY , STR. 26-B | | | 0009 202-01066 2754.000 m2 | 26.29000 72402.66| 35.00000 96390.00| 24.57000 67665.78 HYDRO DEMOLITION | | | 0010 202-02240 1318.000 m2 | 6.67000 8791.06| 5.00000 6590.00| 1.16000 1528.88 PAVEMENT, REMOVE | | | 0011 202-02241 3226.000 m | 8.50000 27421.00| 8.50000 27421.00| 5.32000 17162.32 GUARDRAIL, REMOVE | | | 0012 202-51328 LUMP| 19763.95000 19763.95| 11000.00000 11000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. 24-B | | | 0013 202-51328 LUMP| 19763.95000 19763.95| 11000.00000 11000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. 24-C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 462 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,488,257.25 ROUTE : I-90 CALL ORDER : 462 CONTRACT ID : BT-25215-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-51328 LUMP| 19763.95000 19763.95| 11000.00000 11000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. 25-A | | | 0015 202-51328 LUMP| 19763.95000 19763.95| 11000.00000 11000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. 26-A | | | 0016 202-51328 LUMP| 19763.95000 19763.95| 11000.00000 11000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. 26-B | | | 0017 202-51822 3119.000 m2 | 5.33000 16624.27| 5.00000 15595.00| 1.73000 5395.87 BRIDGE DECK OVERLAY, REMOVE | | | 0018 202-60820 2273.000 m2 | 4.47000 10160.31| 3.00000 6819.00| 3.85000 8751.05 SURFACE MILLING, ASPHALT | | | 0019 202-91385 26.000 EACH| 385.06000 10011.56| 250.00000 6500.00| 182.84000 4753.84 INLET, REMOVE | | | 0020 202-99187 530.000 m | 5.00000 2650.00| 4.00000 2120.00| 4.75000 2517.50 FENCE, FARM FIELD, REMOVE | | | 0021 203-02000 340.000 m3 | 15.59000 5300.60| 12.50000 4250.00| 34.85000 11849.00 EXCAVATION, COMMON | | | 0022 203-02070 1890.000 m3 | 10.65000 20128.50| 10.00000 18900.00| 9.66000 18257.40 BORROW | | | 0023 203-02080 1.210 km | 2985.31000 3612.23| 5000.00000 6050.00| 13557.30000 16404.33 LINEAR GRADING | | | 0024 205-02224 400.000 m | 5.55000 2220.00| 5.55000 2220.00| 5.55000 2220.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0025 206-51230 106.800 m3 | 40.59000 4335.01| 45.00000 4806.00| 36.06000 3851.21 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 211-02060 56.100 m3 | 31.65000 1775.57| 17.50000 981.75| 102.32000 5740.15 B BORROW FOR STRUCTURE BACKFILL | | | 0027 212-06282 384.000 m3 | 16.97000 6516.48| 6.00000 2304.00| 19.29000 7407.36 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0028 303-52308 595.000 Mg | 14.76000 8782.20| 15.00000 8925.00| 25.86000 15386.70 COMPACTED AGGREGATE, O, 53 | | | 0029 406-05521 15366.000 m2 | 0.30000 4609.80| 0.05000 768.30| 0.30000 4609.80 ASPHALT FOR TACK COAT | | | 0030 601-01522 20.000 EACH| 1210.00000 24200.00| 1210.00000 24200.00| 1230.00000 24600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-02103 49.530 m | 40.00000 1981.20| 40.00000 1981.20| 43.60000 2159.51 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 462 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,488,257.25 ROUTE : I-90 CALL ORDER : 462 CONTRACT ID : BT-25215-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-06233 10.000 EACH| 6900.00000 69000.00| 6900.00000 69000.00| 6850.00000 68500.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0033 601-94689 30.000 EACH| 2210.00000 66300.00| 2210.00000 66300.00| 2350.00000 70500.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 3139.440 m | 30.00000 94183.20| 30.00000 94183.20| 31.30000 98264.47 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 601-99123 11.000 EACH| 1910.00000 21010.00| 1910.00000 21010.00| 2010.00000 22110.00 GUARDRAIL TRANSITION, GP | | | 0036 602-06729 108.000 EACH| 8.00000 864.00| 6.32000 682.56| 6.00000 648.00 BARRIER DELINEATOR | | | 0037 603-01891 20.000 EACH| 100.00000 2000.00| 170.00000 3400.00| 175.00000 3500.00 FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | 0038 603-06040 530.000 m | 23.50000 12455.00| 24.00000 12720.00| 14.20000 7526.00 FENCE, FARM FIELD, 1190 mm | | | 0039 603-06045 621.000 m | 40.10000 24902.10| 41.00000 25461.00| 30.19000 18747.99 FENCE, CHAIN LINK, 1220 mm | | | 0040 603-92636 125.000 m | 29.00000 3625.00| 28.00000 3500.00| 14.28000 1785.00 FENCE, CHAIN LINK, 1830 mm | | | 0041 605-05523 1407.000 m | 12.00000 16884.00| 18.90000 26592.30| 12.00000 16884.00 CURB, HMA | | | 0042 610-05527 2871.000 Mg | 48.00000 137808.00| 47.30000 135798.30| 48.00000 137808.00 HMA FOR APPROACHES | | | 0043 615-06336 5.000 EACH| 1000.00000 5000.00| 268.63000 1343.15| 1250.00000 6250.00 MONUMENT , GPS | | | 0044 615-06515 10.000 EACH| 140.00000 1400.00| 268.63000 2686.30| 140.00000 1400.00 MONUMENT, D | | | 0045 616-02320 11875.000 m2 | 2.50000 29687.50| 1.25000 14843.75| 0.92000 10925.00 GEOTEXTILES | | | 0046 616-06451 9620.000 Mg | 23.59000 226935.80| 25.00000 240500.00| 24.83000 238864.60 RIPRAP, UNIFORM | | | 0047 619-04414 18.000 EACH| 252.47000 4544.46| 50.00000 900.00| 304.36000 5478.48 DRAIN EXTENSION | | | 0048 619-51859 LUMP| 8500.00000 8500.00| 13000.00000 13000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. 24-B | | | 0049 619-51859 LUMP| 8500.00000 8500.00| 13000.00000 13000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. 24-C | | | 0050 619-51859 LUMP| 10500.00000 10500.00| 21000.00000 21000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. 25-A | | | 0051 619-51859 LUMP| 7000.00000 7000.00| 17000.00000 17000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. 26-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 462 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,488,257.25 ROUTE : I-90 CALL ORDER : 462 CONTRACT ID : BT-25215-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 619-51859 LUMP| 9000.00000 9000.00| 13000.00000 13000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. 26-B | | | 0053 619-61000 LUMP| 14000.00000 14000.00| 22000.00000 22000.00| 20000.00000 20000.00 CLEAN STEEL BRIDGE , STR. 24-B | | | 0054 619-61000 LUMP| 12000.00000 12000.00| 22500.00000 22500.00| 20000.00000 20000.00 CLEAN STEEL BRIDGE , STR. 24-C | | | 0055 619-61000 LUMP| 15000.00000 15000.00| 27000.00000 27000.00| 34000.00000 34000.00 CLEAN STEEL BRIDGE , STR. 25-A | | | 0056 619-61000 LUMP| 15000.00000 15000.00| 33900.00000 33900.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. 26-A | | | 0057 619-61000 LUMP| 11000.00000 11000.00| 23000.00000 23000.00| 20000.00000 20000.00 CLEAN STEEL BRIDGE , STR. 26-B | | | 0058 619-93423 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00 POLLUTION CONTROL , STR. 24-B | | | 0059 619-93423 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00 POLLUTION CONTROL , STR. 24-C | | | 0060 619-93423 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00 POLLUTION CONTROL , STR. 25-A | | | 0061 619-93423 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00 POLLUTION CONTROL , STR. 26-A | | | 0062 619-93423 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00 POLLUTION CONTROL , STR. 26-B | | | 0063 621-06574 6004.000 m2 | 3.55000 21314.20| 3.55000 21314.20| 3.55000 21314.20 SODDING | | | 0064 702-51005 78.700 m3 | 669.02000 52651.87| 400.00000 31480.00| 463.88000 36507.36 CONCRETE, A, SUBSTRUCTURE | | | 0065 702-51110 1566.000 kg | 12.00000 18792.00| 10.00000 15660.00| 5.43000 8503.38 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0066 702-51863 7052.000 EACH| 6.59000 46472.68| 8.50000 59942.00| 7.15000 50421.80 FIELD DRILLED HOLE IN CONCRETE | | | 0067 702-92857 28.000 m3 | 1668.07000 46705.96| 950.00000 26600.00| 1505.74000 42160.72 CONCRETE, C, SUBSTRUCTURE | | | 0068 703-96177 39344.000 kg | 1.03000 40524.32| 1.20000 47212.80| 1.14000 44852.16 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0069 704-51002 216.600 m3 | 349.44000 75688.70| 300.00000 64980.00| 175.29000 37967.81 CONCRETE, C, SUPERSTRUCTURE | | | 0070 706-51020 128.300 m3 | 464.90000 59646.67| 425.00000 54527.50| 644.99000 82752.22 CONCRETE, C, RAILING | | | 0071 707-97611 92.000 EACH| 635.00000 58420.00| 650.00000 59800.00| 619.22000 56968.24 BEARING ASSEMBLY, ELASTOMERIC, FIXED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 462 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,488,257.25 ROUTE : I-90 CALL ORDER : 462 CONTRACT ID : BT-25215-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 708-51813 25.000 m2 | 525.00000 13125.00| 680.00000 17000.00| 680.00000 17000.00 PNEUMATICALLY PLACED MORTAR | | | 0073 708-51814 25.000 m2 | 20.00000 500.00| 30.00000 750.00| 30.00000 750.00 WELDED STEEL WIRE FABRIC | | | 0074 709-51821 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 5000.00000 5000.00 SURFACE SEAL , STR. 24-B | | | 0075 709-51821 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 6000.00000 6000.00 SURFACE SEAL , STR. 24-C | | | 0076 709-51821 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 9000.00000 9000.00 SURFACE SEAL , STR. 25-A | | | 0077 709-51821 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 7000.00000 7000.00 SURFACE SEAL , STR. 26-A | | | 0078 709-51821 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 5500.00000 5500.00 SURFACE SEAL , STR. 26-B | | | 0079 711-01786 736.000 EACH| 2.00000 1472.00| 15.00000 11040.00| 22.00000 16192.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0080 711-06055 92.000 EACH| 338.00000 31096.00| 310.00000 28520.00| 311.00000 28612.00 COVER PLATE | | | 0081 711-51864 772.000 EACH| 10.00000 7720.00| 15.00000 11580.00| 11.00000 8492.00 DRILLED HOLE | | | 0082 711-51877 LUMP| 6200.00000 6200.00| 15000.00000 15000.00| 25000.00000 25000.00 JACKING AND SUPPORTING BEAMS , STR. 24-B| | | 0083 711-51877 LUMP| 6200.00000 6200.00| 15000.00000 15000.00| 25000.00000 25000.00 JACKING AND SUPPORTING BEAMS , STR. 24-C| | | 0084 711-51877 LUMP| 6200.00000 6200.00| 15000.00000 15000.00| 25000.00000 25000.00 JACKING AND SUPPORTING BEAMS , STR. 25-A| | | 0085 711-51877 LUMP| 6200.00000 6200.00| 15000.00000 15000.00| 25000.00000 25000.00 JACKING AND SUPPORTING BEAMS , STR. 26-A| | | 0086 711-51877 LUMP| 6200.00000 6200.00| 15000.00000 15000.00| 25000.00000 25000.00 JACKING AND SUPPORTING BEAMS , STR. 26-B| | | 0087 711-90658 LUMP| 3122.70000 3122.70| 15000.00000 15000.00| 5000.00000 5000.00 BEAM, REPAIR , FRP BRIDGE, STR. NO. | | | 31-71-6792 | | | 0088 715-01662 298.000 m | 15.25000 4544.50| 66.48000 19811.04| 6.71000 1999.58 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0089 715-05168 316.000 m | 60.57000 19140.12| 64.59000 20410.44| 65.72000 20767.52 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0090 715-97559 6.000 EACH| 3837.06000 23022.36| 2013.04000 12078.24| 1516.12000 9096.72 GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0091 720-90984 1.000 EACH| 1132.62000 1132.62| 2105.55000 2105.55| 2241.29000 2241.29 MANHOLE, C2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 462 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,488,257.25 ROUTE : I-90 CALL ORDER : 462 CONTRACT ID : BT-25215-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 722-01055 138.000 m2 | 108.42000 14961.96| 50.00000 6900.00| 24.57000 3390.66 BRIDGE DECK PATCHING, PARTIAL DEPTH, | | | MICROSILICA | | | 0093 722-01061 2754.000 m2 | 24.06000 66261.24| 34.00000 93636.00| 55.42000 152626.68 BRIDGE DECK OVERLAY, MICROSILICA | | | 0094 722-51401 15.000 m2 | 410.90000 6163.50| 300.00000 4500.00| 971.68000 14575.20 BRIDGE DECK PATCHING, FULL DEPTH | | | 0095 722-96912 28.500 m3 | 132.00000 3762.00| 132.00000 3762.00| 132.00000 3762.00 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0096 724-51925 271.000 m | 271.11000 73470.81| 480.00000 130080.00| 280.42000 75993.82 STRUCTURAL EXPANSION JOINT, SS | | | 0097 726-92406 92.000 EACH| 590.00000 54280.00| 450.00000 41400.00| 534.73000 49195.16 BEARING ASSEMBLY, ELASTOMERIC | | | 0098 728-98377 LUMP| 6160.00000 6160.00| 4000.00000 4000.00| 6000.00000 6000.00 MASONRY COATING , STR. 24-B | | | 0099 728-98377 LUMP| 6200.00000 6200.00| 4000.00000 4000.00| 6000.00000 6000.00 MASONRY COATING , STR. 24-C | | | 0100 728-98377 LUMP| 9470.00000 9470.00| 4000.00000 4000.00| 10000.00000 10000.00 MASONRY COATING , STR. 25-A | | | 0101 728-98377 LUMP| 6730.00000 6730.00| 4000.00000 4000.00| 7000.00000 7000.00 MASONRY COATING , STR. 26-A | | | 0102 728-98377 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 7000.00000 7000.00 MASONRY COATING , STR. 26-B | | | 0103 801-01093 20.000 EACH| 689.00000 13780.00| 685.00000 13700.00| 900.00000 18000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0104 801-04308 20.000 EACH| 276.00000 5520.00| 250.00000 5000.00| 120.00000 2400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0105 801-06198 100.000 DAY | 492.44000 49244.00| 200.00000 20000.00| 420.00000 42000.00 PATROLLER | | | 0106 801-06605 20.000 EACH| 87.00000 1740.00| 85.00000 1700.00| 65.00000 1300.00 BARRICADE, IIIA | | | 0107 801-06606 40.000 EACH| 124.00000 4960.00| 124.00000 4960.00| 95.00000 3800.00 BARRICADE, IIIB | | | 0108 801-06625 106.000 EACH| 90.00000 9540.00| 89.00000 9434.00| 89.00000 9434.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0109 801-06640 180.000 EACH| 73.00000 13140.00| 80.00000 14400.00| 85.00000 15300.00 CONSTRUCTION SIGN, A | | | 0110 801-06645 20.000 EACH| 25.00000 500.00| 25.00000 500.00| 50.00000 1000.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 462 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,488,257.25 ROUTE : I-90 CALL ORDER : 462 CONTRACT ID : BT-25215-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 801-06710 150.000 DAY | 22.00000 3300.00| 21.00000 3150.00| 18.00000 2700.00 FLASHING ARROW SIGN | | | 0112 801-06775 LUMP| 4556.66000 4556.66| 3000.00000 3000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC , STR. 24-B | | | 0113 801-06775 LUMP| 4556.66000 4556.66| 3000.00000 3000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC , STR. 24-C | | | 0114 801-06775 LUMP| 4556.66000 4556.66| 3000.00000 3000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC , STR. 25-A | | | 0115 801-06775 LUMP| 4556.66000 4556.66| 3000.00000 3000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC , STR. 26-A | | | 0116 801-06775 LUMP| 4556.66000 4556.66| 3000.00000 3000.00| 25158.05000 25158.05 MAINTAINING TRAFFIC , STR. 26-B | | | 0117 802-76045 24.240 m2 | 145.20000 3519.65| 151.00000 3660.24| 145.20000 3519.65 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0118 802-76055 194.340 m | 17.20000 3342.65| 16.40000 3187.18| 17.20000 3342.65 SIGN POST, A | | | 0119 804-93726 517.000 EACH| 3.10000 1602.70| 3.10000 1602.70| 4.00000 2068.00 DELINEATOR ,GUARDRAIL, WHITE | | | 0120 805-03083 357.000 m | 19.80000 7068.60| 4.91000 1752.87| 19.80000 7068.60 CONDUIT, RIGID, P.V.C., 40 mm | | | 0121 808-06713 2110.000 m | 0.51000 1076.10| 0.75000 1582.50| 0.40000 844.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0122 808-06714 2110.000 m | 0.51000 1076.10| 0.75000 1582.50| 0.40000 844.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0123 808-75015 10.000 m | 1.52000 15.20| 2.00000 20.00| 1.25000 12.50 LINE, PAINT, SOLID, WHITE, 300 mm | | | SECTION TOTALS | $ 2,273,395.96| $ 2,383,132.83| $ 3,071,394.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,273,395.96| $ 2,383,132.83| $ 3,071,394.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL CONTRACT TIME : 08/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 2,554,386.63 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,681,689.73 104.9837% 3 35-1057237 MCCOY, R.L., INC. $ 3,262,794.85 127.7330% 4 36-2231526 WALSH CONSTR CO OF ILL $ 3,613,920.46 141.4789% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 10.000 MOS | 604.00000 6040.00| 1811.25000 18112.50| 1500.00000 15000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5058.24000 5058.24| 13354.74000 13354.74| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 124200.11000 124200.11| 135000.00000 135000.00| 163000.00000 163000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1170.23000 1170.23| 500.00000 500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 1170.23000 1170.23| 500.00000 500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 1170.23000 1170.23| 500.00000 500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 201-52370 LUMP| 1170.23000 1170.23| 500.00000 500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY , STR NO 4 | | | 0008 201-52370 LUMP| 1170.23000 1170.23| 500.00000 500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY , STR NO 5 | | | 0009 202-01066 680.000 m2 | 41.00000 27880.00| 26.27000 17863.60| 35.00000 23800.00 HYDRO DEMOLITION | | | 0010 202-02241 3814.600 m | 8.40000 32042.64| 8.40000 32042.64| 8.40000 32042.64 GUARDRAIL, REMOVE | | | 0011 202-02278 46.000 m | 7.03000 323.38| 1.01000 46.46| 20.00000 920.00 CURB, CONCRETE, REMOVE | | | 0012 202-04089 30.000 EACH| 64.09000 1922.70| 50.00000 1500.00| 100.00000 3000.00 SHEET SIGN, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51328 LUMP| 25090.00000 25090.00| 26500.00000 26500.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0014 202-51328 LUMP| 24567.00000 24567.00| 26500.00000 26500.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0015 202-51328 LUMP| 23950.00000 23950.00| 26500.00000 26500.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0016 202-51328 LUMP| 24453.00000 24453.00| 26500.00000 26500.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0017 202-51328 LUMP| 25882.00000 25882.00| 20000.00000 20000.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0018 202-60820 1627.200 m2 | 6.45000 10495.44| 1.24000 2017.73| 7.00000 11390.40 SURFACE MILLING, ASPHALT | | | 0019 202-91385 20.000 EACH| 190.38000 3807.60| 158.83000 3176.60| 200.00000 4000.00 INLET, REMOVE | | | 0020 202-94810 2.000 EACH| 80.83000 161.66| 93.16000 186.32| 200.00000 400.00 CURB TURNOUT, REMOVE | | | 0021 203-02000 2220.000 m3 | 11.69000 25951.80| 10.00000 22200.00| 14.00000 31080.00 EXCAVATION, COMMON | | | 0022 206-51230 126.700 m3 | 50.87000 6445.23| 10.00000 1267.00| 38.00000 4814.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 210-05839 LUMP| 5500.00000 5500.00| 30000.00000 30000.00| 18000.00000 18000.00 TEMPORARY ACCESS ROAD, STR NO 1 | | | 0024 213-52830 67.900 m3 | 145.00000 9845.50| 58.18000 3950.42| 100.00000 6790.00 FLOWABLE MORTAR | | | 0025 303-52308 4948.100 Mg | 31.36000 155172.42| 15.42000 76299.70| 14.00000 69273.40 COMPACTED AGGREGATE, O, 53 | | | 0026 305-05204 18.000 Mg | 50.00000 900.00| 50.00000 900.00| 50.00000 900.00 HMA FOR PATCHING | | | 0027 405-05517 12.650 Mg | 0.10000 1.27| 0.10000 1.27| 0.10000 1.27 ASPHALT FOR PRIME COAT | | | 0028 406-05520 3.180 Mg | 126.00000 400.68| 125.00000 397.50| 125.00000 397.50 ASPHALT FOR TACK COAT | | | 0029 601-01115 9.520 m | 99.00000 942.48| 99.00000 942.48| 99.00000 942.48 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0030 601-01522 20.000 EACH| 1200.00000 24000.00| 1200.00000 24000.00| 1200.00000 24000.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-03464 1.000 EACH| 30.00000 30.00| 30.00000 30.00| 30.00000 30.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0032 601-06233 6.000 EACH| 6600.00000 39600.00| 6600.00000 39600.00| 6600.00000 39600.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0033 601-06246 1.000 EACH| 15000.00000 15000.00| 31000.00000 31000.00| 31000.00000 31000.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0034 601-94689 30.000 EACH| 2200.00000 66000.00| 2200.00000 66000.00| 2200.00000 66000.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-94690 4.000 EACH| 3200.00000 12800.00| 3200.00000 12800.00| 3200.00000 12800.00 GUARDRAIL END TREATMENT, MS | | | 0036 601-97079 8.000 EACH| 300.00000 2400.00| 300.00000 2400.00| 1000.00000 8000.00 GRAVEL BARREL ARRAY, REMOVE | | | 0037 601-99105 3406.150 m | 29.00000 98778.35| 29.00000 98778.35| 29.00000 98778.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 601-99106 7.620 m | 79.00000 601.98| 79.00000 601.98| 79.00000 601.98 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0039 601-99108 76.200 m | 59.00000 4495.80| 59.00000 4495.80| 59.00000 4495.80 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0040 601-99123 13.000 EACH| 1900.00000 24700.00| 1900.00000 24700.00| 1900.00000 24700.00 GUARDRAIL TRANSITION, GP | | | 0041 602-06729 138.000 EACH| 6.00000 828.00| 5.70000 786.60| 6.00000 828.00 BARRIER DELINEATOR | | | 0042 603-01891 20.000 EACH| 100.00000 2000.00| 160.00000 3200.00| 160.00000 3200.00 FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | 0043 603-06040 389.000 m | 26.25000 10211.25| 27.00000 10503.00| 27.00000 10503.00 FENCE, FARM FIELD, 1190 mm | | | 0044 603-06045 693.200 m | 34.75000 24088.70| 35.00000 24262.00| 35.00000 24262.00 FENCE, CHAIN LINK, 1220 mm | | | 0045 603-92230 432.300 m | 26.00000 11239.80| 25.00000 10807.50| 25.00000 10807.50 FENCE, CHAIN LINK, SECURITY, 1820 mm | | | 0046 605-05523 612.600 m | 10.50000 6432.30| 10.50000 6432.30| 10.50000 6432.30 CURB, HMA | | | 0047 605-94082 2.000 EACH| 382.84000 765.68| 547.39000 1094.78| 600.00000 1200.00 CURB TURNOUT, CONCRETE | | | 0048 610-05527 2479.300 Mg | 48.50000 120246.05| 47.50000 117766.75| 47.50000 117766.75 HMA FOR APPROACHES | | | 0049 610-06257 690.200 m2 | 41.38000 28560.48| 62.00000 42792.40| 74.00000 51074.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 615-06336 5.000 EACH| 1000.00000 5000.00| 298.25000 1491.25| 1200.00000 6000.00 MONUMENT , GPS | | | 0051 616-02320 7740.400 m2 | 2.44000 18886.58| 1.22000 9443.29| 2.00000 15480.80 GEOTEXTILES | | | 0052 616-06451 3311.000 Mg | 52.01000 172205.11| 24.18000 80059.98| 24.00000 79464.00 RIPRAP, UNIFORM | | | 0053 619-51859 LUMP| 7000.00000 7000.00| 13000.00000 13000.00| 7500.00000 7500.00 PAINT STEEL BRIDGE , STR NO 1 | | | 0054 619-51859 LUMP| 7000.00000 7000.00| 17000.00000 17000.00| 11800.00000 11800.00 PAINT STEEL BRIDGE , STR NO 2 | | | 0055 619-51859 LUMP| 8000.00000 8000.00| 13000.00000 13000.00| 8600.00000 8600.00 PAINT STEEL BRIDGE , STR NO 3 | | | 0056 619-51859 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 10200.00000 10200.00 PAINT STEEL BRIDGE , STR NO 4 | | | 0057 619-51859 LUMP| 8000.00000 8000.00| 18000.00000 18000.00| 13400.00000 13400.00 PAINT STEEL BRIDGE , STR NO 5 | | | 0058 619-61000 LUMP| 7000.00000 7000.00| 17700.00000 17700.00| 7500.00000 7500.00 CLEAN STEEL BRIDGE , STR NO 1 | | | 0059 619-61000 LUMP| 7500.00000 7500.00| 25000.00000 25000.00| 11800.00000 11800.00 CLEAN STEEL BRIDGE , STR NO 2 | | | 0060 619-61000 LUMP| 6500.00000 6500.00| 18000.00000 18000.00| 8600.00000 8600.00 CLEAN STEEL BRIDGE , STR NO 3 | | | 0061 619-61000 LUMP| 8500.00000 8500.00| 20000.00000 20000.00| 10200.00000 10200.00 CLEAN STEEL BRIDGE , STR NO 4 | | | 0062 619-61000 LUMP| 7500.00000 7500.00| 34000.00000 34000.00| 13400.00000 13400.00 CLEAN STEEL BRIDGE , STR NO 5 | | | 0063 619-93423 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1000.00000 1000.00 POLLUTION CONTROL , STR NO 1 | | | 0064 619-93423 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1000.00000 1000.00 POLLUTION CONTROL , STR NO 2 | | | 0065 619-93423 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1000.00000 1000.00 POLLUTION CONTROL , STR NO 3 | | | 0066 619-93423 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1000.00000 1000.00 POLLUTION CONTROL , STR NO 4 | | | 0067 619-93423 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1000.00000 1000.00 POLLUTION CONTROL , STR NO 5 | | | 0068 621-06574 2140.000 m2 | 2.00000 4280.00| 6.55000 14017.00| 6.55000 14017.00 SODDING | | | 0069 702-51005 126.400 m3 | 300.00000 37920.00| 424.12000 53608.77| 400.00000 50560.00 CONCRETE, A, SUBSTRUCTURE | | | 0070 702-51110 1740.000 kg | 6.72000 11692.80| 4.47000 7777.80| 7.00000 12180.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 702-51863 1286.000 EACH| 12.44000 15997.84| 22.77000 29282.22| 12.00000 15432.00 FIELD DRILLED HOLE IN CONCRETE | | | 0072 703-51030 8939.000 kg | 0.82000 7329.98| 0.90000 8045.10| 1.10000 9832.90 REINFORCING STEEL | | | 0073 703-51032 155085.000 kg | 0.85000 131822.25| 1.08000 167491.80| 1.15000 178347.75 REINFORCING STEEL, EPOXY COATED | | | 0074 704-51002 773.500 m3 | 666.82000 515785.27| 521.76000 403581.36| 450.00000 348075.00 CONCRETE, C, SUPERSTRUCTURE , WITH | | | MICROSILICA | | | 0075 706-05734 20.000 EACH| 750.00000 15000.00| 1233.78000 24675.60| 1400.00000 28000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0076 706-51025 776.100 m | 98.41000 76376.00| 150.00000 116415.00| 135.00000 104773.50 CONCRETE, C, RAILING | | | 0077 708-51813 69.000 m2 | 525.00000 36225.00| 650.00000 44850.00| 650.00000 44850.00 PNEUMATICALLY PLACED MORTAR | | | 0078 708-51814 69.000 m2 | 20.00000 1380.00| 30.00000 2070.00| 30.00000 2070.00 WELDED STEEL WIRE FABRIC | | | 0079 709-51821 LUMP| 4200.00000 4200.00| 2453.16000 2453.16| 2000.00000 2000.00 SURFACE SEAL , STR NO 1 | | | 0080 709-51821 LUMP| 4300.00000 4300.00| 2453.16000 2453.16| 3000.00000 3000.00 SURFACE SEAL , STR NO 2 | | | 0081 709-51821 LUMP| 4100.00000 4100.00| 2453.16000 2453.16| 2000.00000 2000.00 SURFACE SEAL , STR NO 3 | | | 0082 709-51821 LUMP| 4000.00000 4000.00| 2453.16000 2453.16| 2000.00000 2000.00 SURFACE SEAL , STR NO 4 | | | 0083 709-51821 LUMP| 4100.00000 4100.00| 2453.16000 2453.16| 3000.00000 3000.00 SURFACE SEAL , STR NO 5 | | | 0084 711-01772 4.000 EACH| 1.00000 4.00| 335.61000 1342.44| 1.00000 4.00 RETROFIT, 1 | | | 0085 711-51038 LUMP| 10250.00000 10250.00| 13500.00000 13500.00| 24000.00000 24000.00 STRUCTURAL STEEL , STR NO 1 | | | 0086 711-51038 LUMP| 12500.00000 12500.00| 13500.00000 13500.00| 24000.00000 24000.00 STRUCTURAL STEEL , STR NO 2 | | | 0087 711-51038 LUMP| 10750.00000 10750.00| 13500.00000 13500.00| 24000.00000 24000.00 STRUCTURAL STEEL , STR NO 3 | | | 0088 711-51038 LUMP| 10200.00000 10200.00| 13500.00000 13500.00| 24000.00000 24000.00 STRUCTURAL STEEL , STR NO 4 | | | 0089 711-51038 LUMP| 10000.00000 10000.00| 13500.00000 13500.00| 24000.00000 24000.00 STRUCTURAL STEEL , STR NO 5 | | | 0090 711-51070 298.000 EACH| 21.60000 6436.80| 102.12000 30431.76| 91.00000 27118.00 ANCHOR PLATE, AP 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 711-51864 1232.000 EACH| 10.00000 12320.00| 6.49000 7995.68| 16.00000 19712.00 DRILLED HOLE | | | 0092 711-51866 448.000 EACH| 10.00000 4480.00| 13.75000 6160.00| 12.00000 5376.00 RIVET, REMOVE | | | 0093 711-51877 LUMP| 5000.00000 5000.00| 17500.00000 17500.00| 15000.00000 15000.00 JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0094 711-51877 LUMP| 5000.00000 5000.00| 17500.00000 17500.00| 15000.00000 15000.00 JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0095 711-51877 LUMP| 5000.00000 5000.00| 17500.00000 17500.00| 15000.00000 15000.00 JACKING AND SUPPORTING BEAMS , STR NO 3 | | | 0096 711-51877 LUMP| 5000.00000 5000.00| 17500.00000 17500.00| 15000.00000 15000.00 JACKING AND SUPPORTING BEAMS , STR NO 4 | | | 0097 711-51877 LUMP| 5000.00000 5000.00| 17500.00000 17500.00| 28000.00000 28000.00 JACKING AND SUPPORTING BEAMS , STR NO 5 | | | 0098 715-01354 348.200 m | 15.25000 5310.05| 51.21000 17831.32| 20.00000 6964.00 CLEAN EXISTING PIPE | | | 0099 715-91361 200.000 m | 26.24000 5248.00| 32.29000 6458.00| 20.00000 4000.00 PIPE, PVC, 150 mm | | | 0100 722-01061 465.300 m2 | 19.39000 9022.17| 27.66000 12870.20| 48.00000 22334.40 BRIDGE DECK OVERLAY, MICROSILICA | | | 0101 722-51401 30.000 m2 | 257.64000 7729.20| 297.60000 8928.00| 75.00000 2250.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0102 722-51852 100.000 m2 | 14.25000 1425.00| 52.47000 5247.00| 50.00000 5000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0103 722-96912 5.000 m3 | 132.00000 660.00| 132.00000 660.00| 132.00000 660.00 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0104 724-51925 287.500 m | 150.00000 43125.00| 242.94000 69845.25| 275.00000 79062.50 STRUCTURAL EXPANSION JOINT, SS | | | 0105 728-98377 LUMP| 5650.00000 5650.00| 4000.00000 4000.00| 6600.00000 6600.00 MASONRY COATING , STR NO 1 | | | 0106 728-98377 LUMP| 7500.00000 7500.00| 4000.00000 4000.00| 9200.00000 9200.00 MASONRY COATING , STR NO 2 | | | 0107 728-98377 LUMP| 5500.00000 5500.00| 4000.00000 4000.00| 6900.00000 6900.00 MASONRY COATING , STR NO 3 | | | 0108 728-98377 LUMP| 6500.00000 6500.00| 4000.00000 4000.00| 8200.00000 8200.00 MASONRY COATING , STR NO 4 | | | 0109 728-98377 LUMP| 7500.00000 7500.00| 4000.00000 4000.00| 9200.00000 9200.00 MASONRY COATING , STR NO 5 | | | 0110 801-01093 36.000 EACH| 589.00000 21204.00| 585.00000 21060.00| 589.00000 21204.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 801-04308 10.000 EACH| 287.00000 2870.00| 300.00000 3000.00| 287.00000 2870.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06198 210.000 DAY | 35.30000 7413.00| 211.90000 44499.00| 250.00000 52500.00 PATROLLER | | | 0113 801-06605 10.000 EACH| 94.00000 940.00| 90.00000 900.00| 94.00000 940.00 BARRICADE, IIIA | | | 0114 801-06606 10.000 EACH| 134.00000 1340.00| 129.00000 1290.00| 134.00000 1340.00 BARRICADE, IIIB | | | 0115 801-06625 138.000 EACH| 89.00000 12282.00| 89.00000 12282.00| 89.00000 12282.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0116 801-06640 249.000 EACH| 73.00000 18177.00| 72.00000 17928.00| 73.00000 18177.00 CONSTRUCTION SIGN, A | | | 0117 801-06645 1.000 EACH| 25.00000 25.00| 25.00000 25.00| 25.00000 25.00 CONSTRUCTION SIGN, B | | | 0118 801-06710 420.000 DAY | 14.00000 5880.00| 14.00000 5880.00| 14.00000 5880.00 FLASHING ARROW SIGN | | | 0119 801-06775 LUMP| 9498.94000 9498.94| 3000.00000 3000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC , STR NO 1 | | | 0120 801-06775 LUMP| 9498.94000 9498.94| 3000.00000 3000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC , STR NO 2 | | | 0121 801-06775 LUMP| 6332.63000 6332.63| 3000.00000 3000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC , STR NO 3 | | | 0122 801-06775 LUMP| 9498.94000 9498.94| 3000.00000 3000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC , STR NO 4 | | | 0123 801-06775 LUMP| 10132.21000 10132.21| 3000.00000 3000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC , STR NO 5 | | | 0124 801-09133 4.000 EACH| 7200.00000 28800.00| 5000.00000 20000.00| 5200.00000 20800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0125 802-76025 13.780 m2 | 168.70000 2324.69| 168.70000 2324.69| 168.70000 2324.69 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0126 804-93726 250.000 EACH| 3.00000 750.00| 3.00000 750.00| 3.00000 750.00 DELINEATOR , HIGH IMPACT GUARDRAIL, | | | WHITE | | | 0127 804-93726 10.000 EACH| 3.00000 30.00| 3.00000 30.00| 3.00000 30.00 DELINEATOR , HIGH IMPACT GUARDRAIL, | | | YELLOW | | | 0128 807-02117 4.000 EACH| 455.00000 1820.00| 455.00000 1820.00| 455.00000 1820.00 LUMINAIRE, UNDERPASS, WALL MOUNTED, 250 | | | WATT, HIGH PRESSURE SODIUM, WITH VANDAL | | | SHIELD, FURNISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 807-82054 1.000 EACH| 2265.00000 2265.00| 2265.00000 2265.00| 2265.00000 2265.00 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0130 807-96487 LUMP| 1010.00000 1010.00| 1010.00000 1010.00| 670.00000 670.00 BREAKER BOX, LIGHTING CONDUIT, AND | | | UNDERPASS LUMINAIRE, REMOVE , STR NO 5 | | | 0131 808-06713 3271.000 m | 0.37000 1210.27| 0.50000 1635.50| 0.37000 1210.27 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0132 808-06714 3271.000 m | 0.37000 1210.27| 0.50000 1635.50| 0.37000 1210.27 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 2,554,386.63| $ 2,681,689.73| $ 3,262,794.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,554,386.63| $ 2,681,689.73| $ 3,262,794.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 10.000 MOS | 1960.00000 19600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 200000.00000 200000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 180000.00000 180000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY , STR NO 4 | | | 0008 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY , STR NO 5 | | | 0009 202-01066 680.000 m2 | 24.98000 16986.40| | HYDRO DEMOLITION | | | 0010 202-02241 3814.600 m | 3.74000 14266.60| | GUARDRAIL, REMOVE | | | 0011 202-02278 46.000 m | 28.71000 1320.66| | CURB, CONCRETE, REMOVE | | | 0012 202-04089 30.000 EACH| 40.58000 1217.40| | SHEET SIGN, REMOVE | | | 0013 202-51328 LUMP| 60000.00000 60000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0014 202-51328 LUMP| 80000.00000 80000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0015 202-51328 LUMP| 60000.00000 60000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0016 202-51328 LUMP| 60000.00000 60000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0017 202-51328 LUMP| 80000.00000 80000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 202-60820 1627.200 m2 | 2.75000 4474.80| | SURFACE MILLING, ASPHALT | | | 0019 202-91385 20.000 EACH| 130.73000 2614.60| | INLET, REMOVE | | | 0020 202-94810 2.000 EACH| 90.20000 180.40| | CURB TURNOUT, REMOVE | | | 0021 203-02000 2220.000 m3 | 18.04000 40048.80| | EXCAVATION, COMMON | | | 0022 206-51230 126.700 m3 | 57.98000 7346.07| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 210-05839 LUMP| 23410.99000 23410.99| | TEMPORARY ACCESS ROAD, STR NO 1 | | | 0024 213-52830 67.900 m3 | 73.24000 4973.00| | FLOWABLE MORTAR | | | 0025 303-52308 4948.100 Mg | 14.03000 69421.84| | COMPACTED AGGREGATE, O, 53 | | | 0026 305-05204 18.000 Mg | 50.00000 900.00| | HMA FOR PATCHING | | | 0027 405-05517 12.650 Mg | 0.10000 1.27| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 3.180 Mg | 125.00000 397.50| | ASPHALT FOR TACK COAT | | | 0029 601-01115 9.520 m | 99.00000 942.48| | GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0030 601-01522 20.000 EACH| 1200.00000 24000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-03464 1.000 EACH| 30.00000 30.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0032 601-06233 6.000 EACH| 6600.00000 39600.00| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0033 601-06246 1.000 EACH| 31000.00000 31000.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0034 601-94689 30.000 EACH| 2200.00000 66000.00| | GUARDRAIL END TREATMENT, OS | | | 0035 601-94690 4.000 EACH| 3200.00000 12800.00| | GUARDRAIL END TREATMENT, MS | | | 0036 601-97079 8.000 EACH| 612.14000 4897.12| | GRAVEL BARREL ARRAY, REMOVE | | | 0037 601-99105 3406.150 m | 29.00000 98778.35| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-99106 7.620 m | 79.00000 601.98| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0039 601-99108 76.200 m | 59.00000 4495.80| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0040 601-99123 13.000 EACH| 1900.00000 24700.00| | GUARDRAIL TRANSITION, GP | | | 0041 602-06729 138.000 EACH| 6.00000 828.00| | BARRIER DELINEATOR | | | 0042 603-01891 20.000 EACH| 95.00000 1900.00| | FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | 0043 603-06040 389.000 m | 32.05000 12467.45| | FENCE, FARM FIELD, 1190 mm | | | 0044 603-06045 693.200 m | 33.01000 22882.53| | FENCE, CHAIN LINK, 1220 mm | | | 0045 603-92230 432.300 m | 25.25000 10915.58| | FENCE, CHAIN LINK, SECURITY, 1820 mm | | | 0046 605-05523 612.600 m | 10.50000 6432.30| | CURB, HMA | | | 0047 605-94082 2.000 EACH| 601.05000 1202.10| | CURB TURNOUT, CONCRETE | | | 0048 610-05527 2479.300 Mg | 47.50000 117766.75| | HMA FOR APPROACHES | | | 0049 610-06257 690.200 m2 | 40.36000 27856.47| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0050 615-06336 5.000 EACH| 1250.00000 6250.00| | MONUMENT , GPS | | | 0051 616-02320 7740.400 m2 | 2.05000 15867.82| | GEOTEXTILES | | | 0052 616-06451 3311.000 Mg | 17.06000 56485.66| | RIPRAP, UNIFORM | | | 0053 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE , STR NO 1 | | | 0054 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE , STR NO 2 | | | 0055 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE , STR NO 3 | | | 0056 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE , STR NO 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE , STR NO 5 | | | 0058 619-61000 LUMP| 13000.00000 13000.00| | CLEAN STEEL BRIDGE , STR NO 1 | | | 0059 619-61000 LUMP| 23000.00000 23000.00| | CLEAN STEEL BRIDGE , STR NO 2 | | | 0060 619-61000 LUMP| 13000.00000 13000.00| | CLEAN STEEL BRIDGE , STR NO 3 | | | 0061 619-61000 LUMP| 18000.00000 18000.00| | CLEAN STEEL BRIDGE , STR NO 4 | | | 0062 619-61000 LUMP| 28000.00000 28000.00| | CLEAN STEEL BRIDGE , STR NO 5 | | | 0063 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL , STR NO 1 | | | 0064 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL , STR NO 2 | | | 0065 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL , STR NO 3 | | | 0066 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL , STR NO 4 | | | 0067 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL , STR NO 5 | | | 0068 621-06574 2140.000 m2 | 7.50000 16050.00| | SODDING | | | 0069 702-51005 126.400 m3 | 536.91000 67865.42| | CONCRETE, A, SUBSTRUCTURE | | | 0070 702-51110 1740.000 kg | 5.33000 9274.20| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0071 702-51863 1286.000 EACH| 6.55000 8423.30| | FIELD DRILLED HOLE IN CONCRETE | | | 0072 703-51030 8939.000 kg | 0.87000 7776.93| | REINFORCING STEEL | | | 0073 703-51032 155085.000 kg | 1.05000 162839.25| | REINFORCING STEEL, EPOXY COATED | | | 0074 704-51002 773.500 m3 | 590.00000 456365.00| | CONCRETE, C, SUPERSTRUCTURE , WITH | | | MICROSILICA | | | 0075 706-05734 20.000 EACH| 2100.00000 42000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0076 706-51025 776.100 m | 225.00000 174622.50| | CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 708-51813 69.000 m2 | 650.00000 44850.00| | PNEUMATICALLY PLACED MORTAR | | | 0078 708-51814 69.000 m2 | 30.00000 2070.00| | WELDED STEEL WIRE FABRIC | | | 0079 709-51821 LUMP| 6500.00000 6500.00| | SURFACE SEAL , STR NO 1 | | | 0080 709-51821 LUMP| 9500.00000 9500.00| | SURFACE SEAL , STR NO 2 | | | 0081 709-51821 LUMP| 7000.00000 7000.00| | SURFACE SEAL , STR NO 3 | | | 0082 709-51821 LUMP| 8000.00000 8000.00| | SURFACE SEAL , STR NO 4 | | | 0083 709-51821 LUMP| 6000.00000 6000.00| | SURFACE SEAL , STR NO 5 | | | 0084 711-01772 4.000 EACH| 225.00000 900.00| | RETROFIT, 1 | | | 0085 711-51038 LUMP| 30000.00000 30000.00| | STRUCTURAL STEEL , STR NO 1 | | | 0086 711-51038 LUMP| 45000.00000 45000.00| | STRUCTURAL STEEL , STR NO 2 | | | 0087 711-51038 LUMP| 40000.00000 40000.00| | STRUCTURAL STEEL , STR NO 3 | | | 0088 711-51038 LUMP| 35000.00000 35000.00| | STRUCTURAL STEEL , STR NO 4 | | | 0089 711-51038 LUMP| 42000.00000 42000.00| | STRUCTURAL STEEL , STR NO 5 | | | 0090 711-51070 298.000 EACH| 83.28000 24817.44| | ANCHOR PLATE, AP 1 | | | 0091 711-51864 1232.000 EACH| 11.00000 13552.00| | DRILLED HOLE | | | 0092 711-51866 448.000 EACH| 11.00000 4928.00| | RIVET, REMOVE | | | 0093 711-51877 LUMP| 17540.96000 17540.96| | JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0094 711-51877 LUMP| 19330.88000 19330.88| | JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0095 711-51877 LUMP| 15564.71000 15564.71| | JACKING AND SUPPORTING BEAMS , STR NO 3 | | | 0096 711-51877 LUMP| 15564.71000 15564.71| | JACKING AND SUPPORTING BEAMS , STR NO 4 | | | 0097 711-51877 LUMP| 34246.31000 34246.31| | JACKING AND SUPPORTING BEAMS , STR NO 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 715-01354 348.200 m | 12.00000 4178.40| | CLEAN EXISTING PIPE | | | 0099 715-91361 200.000 m | 51.89000 10378.00| | PIPE, PVC, 150 mm | | | 0100 722-01061 465.300 m2 | 90.00000 41877.00| | BRIDGE DECK OVERLAY, MICROSILICA | | | 0101 722-51401 30.000 m2 | 617.85000 18535.50| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0102 722-51852 100.000 m2 | 289.12000 28912.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0103 722-96912 5.000 m3 | 132.00000 660.00| | BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0104 724-51925 287.500 m | 249.44000 71714.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0105 728-98377 LUMP| 7000.00000 7000.00| | MASONRY COATING , STR NO 1 | | | 0106 728-98377 LUMP| 10000.00000 10000.00| | MASONRY COATING , STR NO 2 | | | 0107 728-98377 LUMP| 7000.00000 7000.00| | MASONRY COATING , STR NO 3 | | | 0108 728-98377 LUMP| 8000.00000 8000.00| | MASONRY COATING , STR NO 4 | | | 0109 728-98377 LUMP| 10000.00000 10000.00| | MASONRY COATING , STR NO 5 | | | 0110 801-01093 36.000 EACH| 950.00000 34200.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0111 801-04308 10.000 EACH| 149.00000 1490.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06198 210.000 DAY | 340.00000 71400.00| | PATROLLER | | | 0113 801-06605 10.000 EACH| 90.00000 900.00| | BARRICADE, IIIA | | | 0114 801-06606 10.000 EACH| 115.00000 1150.00| | BARRICADE, IIIB | | | 0115 801-06625 138.000 EACH| 89.00000 12282.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0116 801-06640 249.000 EACH| 99.00000 24651.00| | CONSTRUCTION SIGN, A | | | 0117 801-06645 1.000 EACH| 50.00000 50.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 472 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,821,761.23 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 472 CONTRACT ID : BT-25219-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 801-06710 420.000 DAY | 18.00000 7560.00| | FLASHING ARROW SIGN | | | 0119 801-06775 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC , STR NO 1 | | | 0120 801-06775 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC , STR NO 2 | | | 0121 801-06775 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC , STR NO 3 | | | 0122 801-06775 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC , STR NO 4 | | | 0123 801-06775 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC , STR NO 5 | | | 0124 801-09133 4.000 EACH| 5000.00000 20000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0125 802-76025 13.780 m2 | 168.70000 2324.69| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0126 804-93726 250.000 EACH| 4.00000 1000.00| | DELINEATOR , HIGH IMPACT GUARDRAIL, | | | WHITE | | | 0127 804-93726 10.000 EACH| 4.00000 40.00| | DELINEATOR , HIGH IMPACT GUARDRAIL, | | | YELLOW | | | 0128 807-02117 4.000 EACH| 455.00000 1820.00| | LUMINAIRE, UNDERPASS, WALL MOUNTED, 250 | | | WATT, HIGH PRESSURE SODIUM, WITH VANDAL | | | SHIELD, FURNISH | | | 0129 807-82054 1.000 EACH| 2265.00000 2265.00| | UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0130 807-96487 LUMP| 670.00000 670.00| | BREAKER BOX, LIGHTING CONDUIT, AND | | | UNDERPASS LUMINAIRE, REMOVE , STR NO 5 | | | 0131 808-06713 3271.000 m | 0.37000 1210.27| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0132 808-06714 3271.000 m | 0.37000 1210.27| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 3,613,920.46| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,613,920.46| | ====================================================================================================================================