INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 621 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,080,922.49 ROUTE : I-80/90 CALL ORDER : 621 CONTRACT ID : BT-25217-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,445,107.42 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL BID $ 3,052,411.74 124.8375% 3 36-2231526 WALSH CONSTR CO OF ILL $ 3,060,633.00 125.1737% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |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 | 1548.75000 9292.50| 1681.08000 10086.48| 5563.33000 33379.98 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8096.72000 8096.72| 4320.34000 4320.34| 87945.46000 87945.46 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 115335.81000 115335.81| 150784.91000 150784.91| 150000.00000 150000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 370.00000 370.00| 3181.17000 3181.17| 15000.00000 15000.00 CLEARING RIGHT OF WAY , STR. 30-1 | | | 0005 201-52370 LUMP| 370.00000 370.00| 2661.17000 2661.17| 15000.00000 15000.00 CLEARING RIGHT OF WAY , STR. 30-3 | | | 0006 202-01000 LUMP| 569.06000 569.06| 1903.08000 1903.08| 5000.00000 5000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | STR. 30-3 | | | 0007 202-01066 1036.000 m2 | 22.20000 22999.20| 31.50000 32634.00| 15.00000 15540.00 HYDRO DEMOLITION | | | 0008 202-02240 2700.000 m2 | 8.13000 21951.00| 12.45000 33615.00| 12.00000 32400.00 PAVEMENT, REMOVE | | | 0009 202-02241 847.000 m | 12.00000 10164.00| 12.00000 10164.00| 12.00000 10164.00 GUARDRAIL, REMOVE | | | 0010 202-02279 132.000 m | 12.31000 1624.92| 27.99000 3694.68| 10.00000 1320.00 CURB AND GUTTER, REMOVE | | | 0011 202-51328 LUMP| 8077.12000 8077.12| 186536.77000 186536.77| 120500.00000 120500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. 30-1 | | | 0012 202-51328 LUMP| 10844.53000 10844.53| 180876.02000 180876.02| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. 30-3 | | | 0013 202-51822 1026.000 m2 | 12.93000 13266.18| 7.93000 8136.18| 3.94000 4042.44 BRIDGE DECK OVERLAY, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 621 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,080,922.49 ROUTE : I-80/90 CALL ORDER : 621 CONTRACT ID : BT-25217-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-52710 526.000 m2 | 6.57000 3455.82| 8.70000 4576.20| 5.52000 2903.52 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-60820 6855.000 m2 | 1.67000 11447.85| 3.05000 20907.75| 1.00000 6855.00 SURFACE MILLING, ASPHALT | | | 0016 202-91385 11.000 EACH| 168.00000 1848.00| 548.57000 6034.27| 200.00000 2200.00 INLET, REMOVE | | | 0017 202-94954 107.000 m | 31.35000 3354.45| 83.78000 8964.46| 30.00000 3210.00 BARRIER WALL, CONCRETE, REMOVE | | | 0018 202-99187 179.000 m | 13.51000 2418.29| 4.50000 805.50| 7.71000 1380.09 FENCE, FARM FIELD, REMOVE | | | 0019 203-02000 6748.000 m3 | 14.93000 100747.64| 8.62000 58167.76| 8.00000 53984.00 EXCAVATION, COMMON | | | 0020 203-02020 1050.000 m3 | 83.80000 87990.00| 25.36000 26628.00| 25.36000 26628.00 EXCAVATION, UNCLASSIFIED | | | 0021 203-02070 150.000 m3 | 16.27000 2440.50| 27.90000 4185.00| 9.74000 1461.00 BORROW | | | 0022 203-02080 0.236 km | 4074.19000 961.51| 25191.23000 5945.13| 7110.42000 1678.06 LINEAR GRADING | | | 0023 205-02224 1125.000 m | 5.00000 5625.00| 5.00000 5625.00| 5.00000 5625.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0024 205-02237 5.000 EACH| 35.00000 175.00| 35.00000 175.00| 35.00000 175.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0025 206-51230 107.600 m3 | 28.94000 3113.94| 78.91000 8490.72| 44.63000 4802.19 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 211-06467 8.000 m3 | 97.19000 777.52| 77.23000 617.84| 76.78000 614.24 AGGREGATE FOR END BENT BACKFILL | | | 0027 212-06282 102.000 m3 | 16.36000 1668.72| 71.87000 7330.74| 19.57000 1996.14 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0028 303-52308 2204.000 Mg | 18.79000 41413.16| 9.75000 21489.00| 16.61000 36608.44 COMPACTED AGGREGATE, O, 53 | | | 0029 303-52308 222.000 Mg | 26.47000 5876.34| 27.77000 6164.94| 31.20000 6926.40 COMPACTED AGGREGATE, O, 53 (FOR MODULAR | | | BLOCK WALL FOOTING) | | | 0030 304-06464 475.000 m3 | 44.73000 21246.75| 53.18000 25260.50| 49.12000 23332.00 SUBBASE FOR PCCP | | | 0031 401-05467 1180.000 m | 2.75000 3245.00| 2.97000 3504.60| 0.80000 944.00 MILLED HMA CORRUGATIONS | | | 0032 402-05474 375.000 Mg | 27.00000 10125.00| 27.00000 10125.00| 27.00000 10125.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 621 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,080,922.49 ROUTE : I-80/90 CALL ORDER : 621 CONTRACT ID : BT-25217-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 402-05477 185.000 Mg | 34.00000 6290.00| 34.00000 6290.00| 34.00000 6290.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0034 402-05481 6820.000 Mg | 27.00000 184140.00| 27.00000 184140.00| 27.00000 184140.00 HMA BASE 25.0 mm, SHOULDER | | | 0035 402-05490 1005.000 Mg | 34.00000 34170.00| 34.00000 34170.00| 34.00000 34170.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0036 406-05521 10210.000 m2 | 0.40000 4084.00| 0.40000 4084.00| 0.40000 4084.00 ASPHALT FOR TACK COAT | | | 0037 501-06727 LUMP| 600.00000 600.00| 1000.00000 1000.00| 1672.39000 1672.39 CORING, PCCP , STR. 30-3 | | | 0038 502-06331 2635.000 m2 | 42.14000 111038.90| 68.12000 179496.20| 43.13000 113647.55 PCCP, 350 mm | | | 0039 502-06457 346.000 m2 | 37.79000 13075.34| 62.57000 21649.22| 43.57000 15075.22 PCCP, 225 mm | | | 0040 503-05240 600.000 m | 23.45000 14070.00| 30.16000 18096.00| 26.20000 15720.00 D-1 CONTRACTION JOINT | | | 0041 601-01522 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-04746 9.000 EACH| 6300.00000 56700.00| 6300.00000 56700.00| 6330.00000 56970.00 ENERGY ABSORBING TERMINAL, CZ | | | 0043 601-06053 175.000 EACH| 10.00000 1750.00| 10.00000 1750.00| 10.00000 1750.00 GUARDRAIL POST PROTECTIVE TIP | | | 0044 601-06233 4.000 EACH| 7600.00000 30400.00| 7600.00000 30400.00| 10723.42000 42893.68 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0045 601-94689 10.000 EACH| 2300.00000 23000.00| 2300.00000 23000.00| 2300.00000 23000.00 GUARDRAIL END TREATMENT, OS | | | 0046 601-95434 384.600 m | 59.00000 22691.40| 59.00000 22691.40| 59.00000 22691.40 HANDRAIL, STEEL PIPE, 37.5 mm | | | 0047 601-99105 1169.670 m | 30.00000 35090.10| 30.00000 35090.10| 30.00000 35090.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0048 601-99123 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2000.00000 8000.00 GUARDRAIL TRANSITION, GP | | | 0049 602-06639 2822.800 m | 22.61000 63823.51| 5.59000 15779.45| 60.00000 169368.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0050 602-06729 19.000 EACH| 6.00000 114.00| 7.00000 133.00| 7.00000 133.00 BARRIER DELINEATOR | | | 0051 603-01159 78.800 m | 34.00000 2679.20| 34.00000 2679.20| 97.32000 7668.82 FENCE, CHAIN LINK, 1067 mm | | | 0052 603-01932 169.800 m | 54.00000 9169.20| 54.00000 9169.20| 123.00000 20885.40 FENCE, CHAIN LINK, 2420 mm | | | 0053 603-06045 210.000 m | 42.00000 8820.00| 42.00000 8820.00| 29.38000 6169.80 FENCE, CHAIN LINK, 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 621 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,080,922.49 ROUTE : I-80/90 CALL ORDER : 621 CONTRACT ID : BT-25217-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 603-92636 90.000 m | 48.00000 4320.00| 48.00000 4320.00| 51.72000 4654.80 FENCE, CHAIN LINK, 1830 mm | | | 0055 604-44251 9.900 m3 | 1585.50000 15696.45| 926.30000 9170.37| 1600.00000 15840.00 STEPS, CONCRETE | | | 0056 604-91531 1662.000 m2 | 29.94000 49760.28| 28.38000 47167.56| 36.00000 59832.00 SIDEWALK, CONCRETE, 100 mm | | | 0057 605-06140 53.000 m | 65.05000 3447.65| 61.15000 3240.95| 42.00000 2226.00 CURB AND GUTTER, CONCRETE | | | 0058 605-06230 125.000 m | 123.03000 15378.75| 119.95000 14993.75| 165.00000 20625.00 CENTER CURB, C, CONCRETE, MODIFIED | | | 0059 610-05527 70.000 Mg | 100.00000 7000.00| 100.00000 7000.00| 100.00000 7000.00 HMA FOR APPROACHES | | | 0060 610-06257 106.000 m2 | 123.87000 13130.22| 88.92000 9425.52| 61.13000 6479.78 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0061 615-06336 2.000 EACH| 1200.00000 2400.00| 840.00000 1680.00| 840.00000 1680.00 MONUMENT , GPS REFERENCE POINT | | | 0062 616-02320 2223.000 m2 | 1.40000 3112.20| 3.57000 7936.11| 1.32000 2934.36 GEOTEXTILES | | | 0063 616-06405 1790.000 Mg | 25.72000 46038.80| 26.70000 47793.00| 27.53000 49278.70 RIPRAP, REVETMENT | | | 0064 616-51367 600.000 m2 | 38.29000 22974.00| 55.46000 33276.00| 50.67000 30402.00 SLOPEWALL, CONCRETE, 100 mm | | | 0065 617-05280 7.400 m | 91.80000 679.32| 50.98000 377.25| 57.42000 424.91 EXPANSION JOINT, PREFORMED, LOAD | | | TRANSFER, 25 mm | | | 0066 619-04414 2.000 EACH| 74.96000 149.92| 656.74000 1313.48| 271.14000 542.28 DRAIN EXTENSION | | | 0067 619-51859 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE , STR. 30-1 | | | 0068 619-51859 LUMP| 28000.00000 28000.00| 15000.00000 15000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE , STR. 30-3 | | | 0069 619-61000 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. 30-1 | | | 0070 619-61000 LUMP| 45000.00000 45000.00| 40000.00000 40000.00| 40000.00000 40000.00 CLEAN STEEL BRIDGE , STR. 30-3 | | | 0071 619-93423 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 2000.00000 2000.00 POLLUTION CONTROL , STR. 30-1 | | | 0072 619-93423 LUMP| 6000.00000 6000.00| 2000.00000 2000.00| 2000.00000 2000.00 POLLUTION CONTROL , STR. 30-3 | | | 0073 621-01004 2.000 EACH| 665.00000 1330.00| 665.00000 1330.00| 665.00000 1330.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 621 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,080,922.49 ROUTE : I-80/90 CALL ORDER : 621 CONTRACT ID : BT-25217-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 621-06559 1830.000 m2 | 0.60000 1098.00| 0.60000 1098.00| 0.60000 1098.00 MULCHED SEEDING, R | | | 0075 621-06574 1970.000 m2 | 3.95000 7781.50| 3.95000 7781.50| 3.95000 7781.50 SODDING | | | 0076 701-03808 204.000 m | 95.99000 19581.96| 198.09000 40410.36| 143.89000 29353.56 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0077 702-51005 101.000 m3 | 710.44000 71754.44| 955.31000 96486.31| 670.00000 67670.00 CONCRETE, A, SUBSTRUCTURE | | | 0078 702-51015 9.100 m3 | 323.07000 2939.94| 553.73000 5038.94| 525.00000 4777.50 CONCRETE, B, FOOTINGS | | | 0079 702-51110 174.000 kg | 11.14000 1938.36| 13.72000 2387.28| 5.05000 878.70 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0080 702-51863 2775.000 EACH| 6.56000 18204.00| 7.29000 20229.75| 5.09000 14124.75 FIELD DRILLED HOLE IN CONCRETE | | | 0081 702-92857 3.200 m3 | 1088.04000 3481.73| 2009.87000 6431.58| 1000.00000 3200.00 CONCRETE, C, SUBSTRUCTURE | | | 0082 703-06028 310.000 kg | 0.97000 300.70| 2.50000 775.00| 0.84000 260.40 REINFORCING BARS | | | 0083 703-96177 20886.000 kg | 1.29000 26942.94| 1.14000 23810.04| 1.03000 21512.58 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0084 703-97936 116.000 EACH| 15.50000 1798.00| 15.23000 1766.68| 25.00000 2900.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0085 706-05732 4.000 EACH| 1137.45000 4549.80| 1200.00000 4800.00| 683.64000 2734.56 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0086 706-51020 36.400 m3 | 545.45000 19854.38| 445.00000 16198.00| 1232.41000 44859.72 CONCRETE, C, RAILING | | | 0087 708-51813 10.000 m2 | 950.00000 9500.00| 1250.00000 12500.00| 900.00000 9000.00 PNEUMATICALLY PLACED MORTAR | | | 0088 708-51814 10.000 m2 | 35.00000 350.00| 35.00000 350.00| 50.00000 500.00 WELDED STEEL WIRE FABRIC | | | 0089 709-51821 LUMP| 2548.35000 2548.35| 3312.04000 3312.04| 5000.00000 5000.00 SURFACE SEAL , STR. 30-1 | | | 0090 709-51821 LUMP| 2289.54000 2289.54| 3312.04000 3312.04| 7000.00000 7000.00 SURFACE SEAL , STR. 30-3 | | | 0091 711-01786 396.000 EACH| 14.75000 5841.00| 20.00000 7920.00| 32.00000 12672.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0092 711-06055 36.000 EACH| 520.94000 18753.84| 449.00000 16164.00| 760.00000 27360.00 COVER PLATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 621 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,080,922.49 ROUTE : I-80/90 CALL ORDER : 621 CONTRACT ID : BT-25217-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 711-51035 18100.000 kg | 3.65000 66065.00| 3.75000 67875.00| 4.50000 81450.00 STRUCTURAL STEEL | | | 0094 711-51864 292.000 EACH| 14.75000 4307.00| 20.00000 5840.00| 35.00000 10220.00 DRILLED HOLE | | | 0095 711-51877 LUMP| 24108.81000 24108.81| 7875.00000 7875.00| 15000.00000 15000.00 JACKING AND SUPPORTING BEAMS , STR. 30-1| | | 0096 711-51877 LUMP| 8349.17000 8349.17| 8750.00000 8750.00| 15000.00000 15000.00 JACKING AND SUPPORTING BEAMS , STR. 30-3| | | 0097 714-04802 805.000 m2 | 63.80000 51359.00| 92.07000 74116.35| 81.03000 65229.15 CONCRETE MODULAR BLOCK WALL | | | 0098 715-01662 45.000 m | 46.80000 2106.00| 62.74000 2823.30| 65.78000 2960.10 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0099 715-05048 436.000 m | 8.14000 3549.04| 18.07000 7878.52| 8.78000 3828.08 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0100 715-05053 50.000 m | 64.27000 3213.50| 67.65000 3382.50| 57.30000 2865.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0101 715-05117 20.000 m | 58.37000 1167.40| 117.92000 2358.40| 80.28000 1605.60 PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0102 715-05118 100.000 m | 57.75000 5775.00| 84.79000 8479.00| 84.11000 8411.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0103 715-05203 720.000 m | 7.37000 5306.40| 44.70000 32184.00| 3.00000 2160.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0104 715-05422 40.000 m | 223.82000 8952.80| 194.89000 7795.60| 259.88000 10395.20 PIPE, SLOTTED DRAIN, 300 mm | | | 0105 715-46000 3.000 EACH| 207.40000 622.20| 471.83000 1415.49| 163.51000 490.53 PIPE END SECTION, 300 mm | | | 0106 715-97559 1.000 EACH| 2642.77000 2642.77| 5965.17000 5965.17| 4714.59000 4714.59 GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0107 718-06528 5.000 EACH| 353.94000 1769.70| 405.84000 2029.20| 614.79000 3073.95 OUTLET PROTECTOR, 1 | | | 0108 718-52610 230.000 m3 | 46.78000 10759.40| 34.27000 7882.10| 30.67000 7054.10 AGGREGATE FOR UNDERDRAINS | | | 0109 718-52610 250.000 m3 | 46.77000 11692.50| 121.17000 30292.50| 17.18000 4295.00 AGGREGATE FOR UNDERDRAINS , GRAVEL, #8 | | | 0110 718-99153 1800.000 m2 | 1.30000 2340.00| 4.44000 7992.00| 1.12000 2016.00 GEOTEXTILES FOR UNDERDRAIN | | | 0111 718-99153 1600.000 m2 | 1.31000 2096.00| 2.99000 4784.00| 1.12000 1792.00 GEOTEXTILES FOR UNDERDRAIN , FOR | | | MODULAR BLOCK WALL | | | 0112 720-44000 2.000 EACH| 163.37000 326.74| 514.02000 1028.04| 531.52000 1063.04 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 621 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,080,922.49 ROUTE : I-80/90 CALL ORDER : 621 CONTRACT ID : BT-25217-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 720-45030 1.000 EACH| 909.06000 909.06| 3203.17000 3203.17| 1251.31000 1251.31 INLET, E7 | | | 0114 720-45045 2.000 EACH| 1344.05000 2688.10| 2798.34000 5596.68| 1668.14000 3336.28 INLET, J10 | | | 0115 720-45141 2.000 EACH| 2603.08000 5206.16| 2798.34000 5596.68| 3504.26000 7008.52 INLET, H5, MODIFIED | | | 0116 720-96031 4.000 EACH| 1279.04000 5116.16| 2798.33000 11193.32| 1851.13000 7404.52 INLET, X5, MODIFIED | | | 0117 720-96851 1.000 EACH| 1344.06000 1344.06| 2798.37000 2798.37| 1660.13000 1660.13 INLET, J13 | | | 0118 722-01055 114.000 m2 | 66.27000 7554.78| 74.52000 8495.28| 257.93000 29404.02 BRIDGE DECK PATCHING, PARTIAL DEPTH, | | | MICROSILICA | | | 0119 722-01061 1122.000 m2 | 30.47000 34187.34| 57.56000 64582.32| 63.50000 71247.00 BRIDGE DECK OVERLAY, MICROSILICA | | | 0120 722-51401 12.000 m2 | 347.84000 4174.08| 571.48000 6857.76| 753.85000 9046.20 BRIDGE DECK PATCHING, FULL DEPTH | | | 0121 722-96912 99.900 m3 | 132.00000 13186.80| 132.00000 13186.80| 132.00000 13186.80 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0122 724-03276 130.000 m | 237.34000 30854.20| 558.46000 72599.80| 70.94000 9222.20 EXPANSION JOINT SEALING SYSTEM | | | 0123 724-51925 69.000 m | 295.22000 20370.18| 509.00000 35121.00| 221.58000 15289.02 STRUCTURAL EXPANSION JOINT, SS | | | 0124 726-92406 54.000 EACH| 496.47000 26809.38| 622.80000 33631.20| 702.42000 37930.68 BEARING ASSEMBLY, ELASTOMERIC | | | 0125 726-95870 47.000 EACH| 496.47000 23334.09| 567.40000 26667.80| 702.42000 33013.74 BEARING ASSEMBLY , ELASTOMERIC, FIXED | | | 0126 726-96576 1.000 EACH| 501.09000 501.09| 562.80000 562.80| 875.00000 875.00 BEARING ASSEMBLY, FIXED | | | 0127 728-98377 LUMP| 9471.00000 9471.00| 9000.32000 9000.32| 9000.00000 9000.00 MASONRY COATING , STR. 30-1 | | | 0128 728-98377 LUMP| 7317.75000 7317.75| 6998.43000 6998.43| 7000.00000 7000.00 MASONRY COATING , STR. 30-3 | | | 0129 731-93946 805.000 m2 | 30.83000 24818.15| 115.51000 92985.55| 60.02000 48316.10 WALL ERECTION , MODULAR BLOCK WALL | | | 0130 801-01093 8.000 EACH| 550.00000 4400.00| 630.00000 5040.00| 630.00000 5040.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0131 801-03290 18.000 EACH| 79.00000 1422.00| 183.00000 3294.00| 183.00000 3294.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 621 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,080,922.49 ROUTE : I-80/90 CALL ORDER : 621 CONTRACT ID : BT-25217-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 801-04308 2.000 EACH| 135.00000 270.00| 98.00000 196.00| 98.00000 196.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0133 801-06198 90.000 DAY | 470.40000 42336.00| 160.00000 14400.00| 400.00000 36000.00 PATROLLER | | | 0134 801-06207 20030.000 m | 2.59000 51877.70| 2.56000 51276.80| 2.56000 51276.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0135 801-06469 1600.000 m | 5.18000 8288.00| 5.12000 8192.00| 5.12000 8192.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0136 801-06606 40.000 EACH| 70.00000 2800.00| 68.00000 2720.00| 68.00000 2720.00 BARRICADE, IIIB | | | 0137 801-06625 53.000 EACH| 69.00000 3657.00| 58.00000 3074.00| 58.00000 3074.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0138 801-06640 144.000 EACH| 70.00000 10080.00| 74.00000 10656.00| 74.00000 10656.00 CONSTRUCTION SIGN, A | | | 0139 801-06645 10.000 EACH| 30.00000 300.00| 24.00000 240.00| 24.00000 240.00 CONSTRUCTION SIGN, B | | | 0140 801-06710 900.000 DAY | 15.00000 13500.00| 11.00000 9900.00| 11.00000 9900.00 FLASHING ARROW SIGN | | | 0141 801-06775 LUMP| 11727.19000 11727.19| 11901.47000 11901.47| 75000.00000 75000.00 MAINTAINING TRAFFIC , STR. 30-1 | | | 0142 801-06775 LUMP| 12327.19000 12327.19| 17291.47000 17291.47| 49529.14000 49529.14 MAINTAINING TRAFFIC , STR. 30-3 | | | 0143 801-09133 4.000 EACH| 2700.00000 10800.00| 2460.00000 9840.00| 2460.00000 9840.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0144 802-76045 2.880 m2 | 140.00000 403.20| 200.00000 576.00| 175.60000 505.73 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0145 802-76055 17.040 m | 8.00000 136.32| 20.00000 340.80| 14.80000 252.19 SIGN POST, A | | | 0146 804-93726 162.000 EACH| 3.00000 486.00| 3.00000 486.00| 3.00000 486.00 DELINEATOR ,GUARDRAIL, WHITE | | | 0147 805-03083 137.000 m | 7.40000 1013.80| 24.50000 3356.50| 24.50000 3356.50 CONDUIT, RIGID, P.V.C., 40 mm | | | 0148 807-04744 LUMP| 84450.00000 84450.00| 84450.00000 84450.00| 84450.00000 84450.00 LIGHTING , SIDEWALKS | | | 0149 808-06694 430.000 m | 1.20000 516.00| 1.26000 541.80| 1.20000 516.00 LINE, PAINT, SOLID, YELLOW, 200 mm | | | 0150 808-06711 61.000 m | 0.75000 45.75| 0.79000 48.19| 0.75000 45.75 LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 621 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,080,922.49 ROUTE : I-80/90 CALL ORDER : 621 CONTRACT ID : BT-25217-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 808-06713 155.000 m | 0.75000 116.25| 0.79000 122.45| 0.75000 116.25 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0152 808-06714 552.000 m | 0.75000 414.00| 0.79000 436.08| 0.75000 414.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0153 808-06716 10130.000 m | 1.62000 16410.60| 1.30000 13169.00| 1.30000 13169.00 LINE, REMOVE | | | 0154 808-06723 4.000 EACH| 55.00000 220.00| 58.00000 232.00| 55.00000 220.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0155 808-06724 4.000 EACH| 55.00000 220.00| 58.00000 232.00| 55.00000 220.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0156 808-75002 2008.000 m | 0.22000 441.76| 0.23000 461.84| 0.22000 441.76 LINE, PAINT, BROKEN, WHITE, 150 mm | | | 0157 808-75007 4530.000 m | 0.22000 996.60| 0.23000 1041.90| 0.22000 996.60 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0158 808-75047 3650.000 m | 0.22000 803.00| 0.23000 839.50| 0.22000 803.00 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0159 808-75078 1600.000 m | 3.50000 5600.00| 3.68000 5888.00| 3.50000 5600.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | 0160 808-75996 235.000 EACH| 15.00000 3525.00| 22.00000 5170.00| 15.00000 3525.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0161 808-75998 235.000 EACH| 30.00000 7050.00| 30.00000 7050.00| 30.00000 7050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,445,107.42| $ 3,052,411.74| $ 3,060,633.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,445,107.42| $ 3,052,411.74| $ 3,060,633.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 631 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,034,160.20 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 631 CONTRACT ID : BT-25220-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL CONTRACT TIME : 08/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,551,685.35 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 2,678,936.54 104.9869% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 | |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 10.000 MOS | 1250.00000 12500.00| 604.65000 6046.50| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11459.95000 11459.95| 1940.79000 1940.79| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 127039.39000 127039.39| 130672.50000 130672.50| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 500.00000 500.00| 1173.00000 1173.00| CLEARING RIGHT OF WAY , STR. NO. 1 | | | 0005 201-52370 LUMP| 500.00000 500.00| 1173.00000 1173.00| CLEARING RIGHT OF WAY , STR. NO. 2 | | | 0006 201-52370 LUMP| 500.00000 500.00| 1173.00000 1173.00| CLEARING RIGHT OF WAY , STR. NO. 3 | | | 0007 201-52370 LUMP| 500.00000 500.00| 1173.00000 1173.00| CLEARING RIGHT OF WAY , STR. NO. 4 | | | 0008 201-52370 LUMP| 500.00000 500.00| 1173.00000 1173.00| CLEARING RIGHT OF WAY , STR. NO. 5 | | | 0009 202-02241 3760.000 m | 6.15000 23124.00| 6.15000 23124.00| GUARDRAIL, REMOVE | | | 0010 202-51328 LUMP| 15000.00000 15000.00| 30432.00000 30432.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0011 202-51328 LUMP| 15000.00000 15000.00| 30432.00000 30432.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0012 202-51328 LUMP| 15000.00000 15000.00| 30432.00000 30432.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0013 202-51328 LUMP| 17129.70000 17129.70| 30432.00000 30432.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 631 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,034,160.20 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 631 CONTRACT ID : BT-25220-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 | |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-51328 LUMP| 15000.00000 15000.00| 30432.00000 30432.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0015 202-60820 4053.000 m2 | 2.38000 9646.14| 2.69000 10902.57| SURFACE MILLING, ASPHALT | | | 0016 202-60822 429.200 m2 | 1.80000 772.56| 6.15000 2639.58| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0017 202-91385 20.000 EACH| 150.00000 3000.00| 157.40000 3148.00| INLET, REMOVE | | | 0018 203-02000 2203.100 m3 | 10.00000 22031.00| 26.19000 57699.19| EXCAVATION, COMMON | | | 0019 206-51230 77.600 m3 | 15.00000 1164.00| 276.72000 21473.47| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 303-52308 5140.700 Mg | 15.00000 77110.50| 13.06000 67137.54| COMPACTED AGGREGATE, O, 53 | | | 0021 305-05204 18.000 Mg | 35.00000 630.00| 35.00000 630.00| HMA FOR PATCHING | | | 0022 405-05517 12.100 Mg | 0.01000 0.12| 0.01000 0.12| ASPHALT FOR PRIME COAT | | | 0023 406-05520 5.000 Mg | 100.00000 500.00| 100.00000 500.00| ASPHALT FOR TACK COAT | | | 0024 601-01522 20.000 EACH| 1150.00000 23000.00| 1150.00000 23000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-06233 10.000 EACH| 6225.00000 62250.00| 6225.00000 62250.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0026 601-94689 30.000 EACH| 1965.00000 58950.00| 1965.00000 58950.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-97079 10.000 EACH| 300.00000 3000.00| 1049.78000 10497.80| GRAVEL BARREL ARRAY, REMOVE | | | 0028 601-99105 3268.980 m | 28.40000 92839.03| 28.40000 92839.03| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 601-99123 10.000 EACH| 1935.00000 19350.00| 1935.00000 19350.00| GUARDRAIL TRANSITION, GP | | | 0030 602-06729 60.000 EACH| 5.00000 300.00| 8.25000 495.00| BARRIER DELINEATOR | | | 0031 603-01891 20.000 EACH| 200.00000 4000.00| 200.00000 4000.00| FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | 0032 603-06040 461.000 m | 23.50000 10833.50| 23.50000 10833.50| FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 631 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,034,160.20 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 631 CONTRACT ID : BT-25220-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 | |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 603-06045 583.300 m | 36.00000 20998.80| 66.00000 38497.80| FENCE, CHAIN LINK, 1220 mm | | | 0034 603-92230 350.000 m | 27.00000 9450.00| 27.00000 9450.00| FENCE, CHAIN LINK, SECURITY, 1820 mm | | | 0035 610-05527 4270.800 Mg | 37.10000 158446.68| 37.10000 158446.68| HMA FOR APPROACHES | | | 0036 610-06257 592.600 m2 | 40.00000 23704.00| 55.46000 32865.60| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 615-06336 5.000 EACH| 1200.00000 6000.00| 705.00000 3525.00| MONUMENT , GPS REFERENCE POINT | | | 0038 616-02320 8826.000 m2 | 1.50000 13239.00| 0.53000 4677.78| GEOTEXTILES | | | 0040 619-51859 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| PAINT STEEL BRIDGE , STR. NO. 1 | | | 0041 619-51859 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| PAINT STEEL BRIDGE , STR. NO. 2 | | | 0042 619-51859 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| PAINT STEEL BRIDGE , STR. NO. 3 | | | 0043 619-51859 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| PAINT STEEL BRIDGE , STR. NO. 4 | | | 0044 619-51859 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| PAINT STEEL BRIDGE , STR. NO. 5 | | | 0045 619-51859 LUMP| 10000.00000 10000.00| 14000.00000 14000.00| PAINT STEEL BRIDGE , STR. NO. 6 | | | 0046 619-61000 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0047 619-61000 LUMP| 15000.00000 15000.00| 16000.00000 16000.00| CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0048 619-61000 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0049 619-61000 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0050 619-61000 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0051 619-61000 LUMP| 15000.00000 15000.00| 24000.00000 24000.00| CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0052 619-93423 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| POLLUTION CONTROL , STR. NO. 1 | | | 0053 619-93423 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| POLLUTION CONTROL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 631 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,034,160.20 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 631 CONTRACT ID : BT-25220-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 | |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 619-93423 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| POLLUTION CONTROL , STR. NO. 3 | | | 0055 619-93423 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| POLLUTION CONTROL , STR. NO. 4 | | | 0056 619-93423 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| POLLUTION CONTROL , STR. NO. 5 | | | 0057 619-93423 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| POLLUTION CONTROL , STR. NO. 6 | | | 0058 621-01004 5.000 EACH| 750.00000 3750.00| 750.00000 3750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-02770 1032.000 m2 | 4.15000 4282.80| 4.15000 4282.80| EROSION CONTROL BLANKET | | | 0060 621-06559 1082.000 m2 | 1.38000 1493.16| 1.38000 1493.16| MULCHED SEEDING, R | | | 0061 702-51005 121.800 m3 | 400.00000 48720.00| 644.87000 78545.17| CONCRETE, A, SUBSTRUCTURE | | | 0062 702-51110 1742.000 kg | 5.00000 8710.00| 11.30000 19684.60| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-51863 1574.000 EACH| 5.00000 7870.00| 18.14000 28552.36| FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-51030 7461.000 kg | 1.00000 7461.00| 0.91000 6789.51| REINFORCING STEEL | | | 0065 703-51032 137764.000 kg | 1.25000 172205.00| 1.03000 141896.92| REINFORCING STEEL, EPOXY COATED | | | 0066 704-51002 637.300 m3 | 500.00000 318650.00| 582.86000 371456.68| CONCRETE, C, SUPERSTRUCTURE , WITH | | | MICROSILICA | | | 0067 706-05734 20.000 EACH| 1250.00000 25000.00| 1297.61000 25952.20| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0068 706-51025 660.500 m | 250.00000 165125.00| 191.38000 126406.49| CONCRETE, C, RAILING | | | 0069 708-51813 25.000 m2 | 900.00000 22500.00| 1375.00000 34375.00| PNEUMATICALLY PLACED MORTAR | | | 0070 708-51814 25.000 m2 | 35.00000 875.00| 35.00000 875.00| WELDED STEEL WIRE FABRIC | | | 0071 709-51821 LUMP| 2500.00000 2500.00| 1046.00000 1046.00| SURFACE SEAL , STR. NO. 1 | | | 0072 709-51821 LUMP| 2500.00000 2500.00| 1046.00000 1046.00| SURFACE SEAL , STR. NO. 2 | | | 0073 709-51821 LUMP| 2500.00000 2500.00| 1046.00000 1046.00| SURFACE SEAL , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 631 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,034,160.20 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 631 CONTRACT ID : BT-25220-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 | |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 709-51821 LUMP| 2500.00000 2500.00| 1046.00000 1046.00| SURFACE SEAL , STR. NO. 4 | | | 0075 709-51821 LUMP| 2500.00000 2500.00| 1046.00000 1046.00| SURFACE SEAL , STR. NO. 5 | | | 0076 711-04297 465300.000 mm2 | 0.01000 4653.00| 0.02000 9306.00| STRUCTURAL STEEL, FIELD CUT | | | 0077 711-51038 LUMP| 7500.00000 7500.00| 17760.00000 17760.00| STRUCTURAL STEEL , STR. NO. 1 | | | 0078 711-51038 LUMP| 7500.00000 7500.00| 17760.00000 17760.00| STRUCTURAL STEEL , STR. NO. 2 | | | 0079 711-51038 LUMP| 10000.00000 10000.00| 23066.00000 23066.00| STRUCTURAL STEEL , STR. NO. 3 | | | 0080 711-51038 LUMP| 10500.00000 10500.00| 22395.00000 22395.00| STRUCTURAL STEEL , STR. NO. 4 | | | 0081 711-51038 LUMP| 14500.00000 14500.00| 27215.00000 27215.00| STRUCTURAL STEEL , STR. NO. 5 | | | 0082 711-51070 264.000 EACH| 65.00000 17160.00| 12.74000 3363.36| ANCHOR PLATE, AP 1 | | | 0083 711-51866 124.000 EACH| 20.00000 2480.00| 1.00000 124.00| RIVET, REMOVE | | | 0084 711-51877 LUMP| 15000.00000 15000.00| 6500.00000 6500.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0085 711-51877 LUMP| 15000.00000 15000.00| 6500.00000 6500.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0086 711-51877 LUMP| 15000.00000 15000.00| 6500.00000 6500.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 3 | | | 0087 711-51877 LUMP| 15000.00000 15000.00| 6500.00000 6500.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 4 | | | 0088 711-51877 LUMP| 15000.00000 15000.00| 6500.00000 6500.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 5 | | | 0089 711-96800 8640.000 EACH| 3.50000 30240.00| 1.50000 12960.00| STUD SHEAR CONNECTOR | | | 0090 715-01354 595.000 m | 50.00000 29750.00| 3.28000 1951.60| CLEAN EXISTING PIPE | | | 0091 715-91361 200.000 m | 40.00000 8000.00| 37.74000 7548.00| PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 631 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,034,160.20 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 631 CONTRACT ID : BT-25220-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 | |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 724-51925 229.800 m | 300.00000 68940.00| 363.97000 83640.31| STRUCTURAL EXPANSION JOINT, SS | | | 0093 726-92406 100.000 EACH| 600.00000 60000.00| 558.40000 55840.00| BEARING ASSEMBLY, ELASTOMERIC | | | 0094 728-98377 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| MASONRY COATING , STR. NO. 1 | | | 0095 728-98377 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| MASONRY COATING , STR. NO. 2 | | | 0096 728-98377 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| MASONRY COATING , STR. NO. 3 | | | 0097 728-98377 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| MASONRY COATING , STR. NO. 4 | | | 0098 728-98377 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| MASONRY COATING , STR. NO. 5 | | | 0099 728-98377 LUMP| 11000.00000 11000.00| 9000.00000 9000.00| MASONRY COATING , STR. NO. 6 | | | 0100 801-01093 20.000 EACH| 1200.00000 24000.00| 1200.00000 24000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0101 801-04308 20.000 EACH| 201.00000 4020.00| 201.00000 4020.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0102 801-06198 200.000 DAY | 125.00000 25000.00| 23.37000 4674.00| PATROLLER | | | 0103 801-06605 20.000 EACH| 59.00000 1180.00| 59.00000 1180.00| BARRICADE, IIIA | | | 0104 801-06606 20.000 EACH| 85.00000 1700.00| 85.00000 1700.00| BARRICADE, IIIB | | | 0105 801-06625 120.000 EACH| 69.00000 8280.00| 69.00000 8280.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0106 801-06640 241.000 EACH| 79.00000 19039.00| 79.00000 19039.00| CONSTRUCTION SIGN, A | | | 0107 801-06645 20.000 EACH| 50.00000 1000.00| 50.00000 1000.00| CONSTRUCTION SIGN, B | | | 0108 801-06710 400.000 DAY | 19.00000 7600.00| 19.00000 7600.00| FLASHING ARROW SIGN | | | 0109 801-06775 LUMP| 2000.00000 2000.00| 11501.29000 11501.29| MAINTAINING TRAFFIC , STR. NO. 1 | | | 0110 801-06775 LUMP| 2000.00000 2000.00| 11501.29000 11501.29| MAINTAINING TRAFFIC , STR. NO. 2 | | | 0111 801-06775 LUMP| 2000.00000 2000.00| 11501.29000 11501.29| MAINTAINING TRAFFIC , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 631 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,034,160.20 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 631 CONTRACT ID : BT-25220-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 | |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 801-06775 LUMP| 2000.00000 2000.00| 11501.29000 11501.29| MAINTAINING TRAFFIC , STR. NO. 4 | | | 0113 801-06775 LUMP| 2000.00000 2000.00| 12188.05000 12188.05| MAINTAINING TRAFFIC , STR. NO. 5 | | | 0114 801-06775 LUMP| 2000.00000 2000.00| 11888.05000 11888.05| MAINTAINING TRAFFIC , STR. NO. 6 | | | 0115 801-09133 5.000 EACH| 5600.00000 28000.00| 5600.00000 28000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0116 804-06771 40.000 EACH| 24.50000 980.00| 24.50000 980.00| DELINEATOR POST, FLEXIBLE | | | 0117 804-93726 436.000 EACH| 2.40000 1046.40| 2.40000 1046.40| DELINEATOR , HI-IMPACT GUARDRAIL, WHITE | | | 0118 808-06713 3597.400 m | 0.65000 2338.31| 0.65000 2338.31| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0119 808-06714 3597.400 m | 0.65000 2338.31| 0.65000 2338.31| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0120 616-06406 8265.000 m2 | 22.00000 181830.00| 16.01000 132322.65| RIPRAP, REVETMENT | | | SECTION TOTALS | $ 2,551,685.35| $ 2,678,936.54| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,551,685.35| $ 2,678,936.54| ====================================================================================================================================