INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,823,718.00 ROUTE : I-80/90 CALL ORDER : 531 CONTRACT ID : BT-23359-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION CONTRACT TIME : 11/18/00 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 $ 1,546,817.12 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 1,738,738.43 112.4074% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,792,242.33 115.8664% 4 35-1212938 ATLAS EXCAVATING, INC. $ 2,214,987.41 143.1964% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1057237 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION (3) AND BRIDGE PAINTING (5) | | | 0001 105-01925 3.000 MOS | 2302.50000 6907.50| 3000.00000 9000.00| 1500.00000 4500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7726.72000 7726.72| 12000.00000 12000.00| 9247.23000 9247.23 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 77671.00000 77671.00| 86900.00000 86900.00| 125000.00000 125000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5194.16000 5194.16| 3100.00000 3100.00| 1000.00000 1000.00 CLEARING RIGHT OF WAY STRUCTURE NO 1 | | | 0005 201-52370 LUMP| 5194.16000 5194.16| 3100.00000 3100.00| 1000.00000 1000.00 CLEARING RIGHT OF WAY STRUCTURE NO 2 | | | 0006 201-52370 LUMP| 5194.16000 5194.16| 3100.00000 3100.00| 1000.00000 1000.00 CLEARING RIGHT OF WAY STRUCTURE NO 3 | | | 0007 202-02241 1507.000 m | 8.90000 13412.30| 8.90000 13412.30| 8.90000 13412.30 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 41706.23000 41706.23| 140000.00000 140000.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO 1 | | | 0009 202-51328 LUMP| 38337.46000 38337.46| 125000.00000 125000.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO 2 | | | 0010 202-51328 LUMP| 38148.83000 38148.83| 125000.00000 125000.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO 3 | | | 0011 202-60820 10206.000 m2 | 0.25000 2551.50| 0.25000 2551.50| 0.60000 6123.60 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,823,718.00 ROUTE : I-80/90 CALL ORDER : 531 CONTRACT ID : BT-23359-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1057237 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 303-60900 42.000 Mg | 53.78000 2258.76| 28.00000 1176.00| 14.81000 622.02 COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 406-05521 15954.000 m2 | 0.04000 638.16| 0.04000 638.16| 0.04000 638.16 ASPHALT FOR TACK COAT | | | 0014 501-05090 112.000 m2 | 124.20000 13910.40| 75.00000 8400.00| 58.94000 6601.28 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0015 601-01522 12.000 EACH| 1150.00000 13800.00| 1150.00000 13800.00| 1150.00000 13800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-06037 12.000 EACH| 550.00000 6600.00| 550.00000 6600.00| 550.00000 6600.00 GUARDRAIL END TREATMENT, I | | | 0017 601-06233 6.000 EACH| 6400.00000 38400.00| 6400.00000 38400.00| 6400.00000 38400.00 IMPACT ATTENUATOR, ED, W1, 110 km/h | | | 0018 601-94689 6.000 EACH| 3050.00000 18300.00| 3050.00000 18300.00| 3050.00000 18300.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 1289.000 m | 29.50000 38025.50| 29.50000 38025.50| 29.50000 38025.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 601-99123 6.000 EACH| 1750.00000 10500.00| 1750.00000 10500.00| 1750.00000 10500.00 GUARDRAIL TRANSITION, GP | | | 0021 602-06729 176.000 EACH| 5.00000 880.00| 6.50000 1144.00| 11.06000 1946.56 BARRIER DELINEATOR | | | 0022 603-06045 425.000 m | 38.00000 16150.00| 39.00000 16575.00| 38.00000 16150.00 FENCE, CHAIN LINK, 1220 mm | | | 0023 610-05527 2537.000 Mg | 42.92000 108888.04| 40.00000 101480.00| 40.00000 101480.00 HMA FOR APPROACHES | | | 0024 616-02320 4404.000 m2 | 2.96000 13035.84| 2.00000 8808.00| 2.19000 9644.76 GEOTEXTILES | | | 0025 616-06405 3810.000 Mg | 20.20000 76962.00| 18.00000 68580.00| 26.28000 100126.80 RIPRAP, REVETMENT | | | 0026 619-02508 LUMP| 4200.00000 4200.00| 11000.00000 11000.00| 4200.00000 4200.00 ENCAPSULATE STEEL BRIDGE STRUCTURE NO 2 | | | 0027 619-02508 LUMP| 4200.00000 4200.00| 11000.00000 11000.00| 4200.00000 4200.00 ENCAPSULATE STEEL BRIDGE STRUCTURE NO 3 | | | 0028 619-51859 LUMP| 12750.00000 12750.00| 11000.00000 11000.00| 13750.00000 13750.00 PAINT STEEL BRIDGE , STRUCTURE NO. 1 | | | 0029 619-51859 LUMP| 10500.00000 10500.00| 10000.00000 10000.00| 11500.00000 11500.00 PAINT STEEL BRIDGE , STRUCTURE NO. 4 | | | 0030 619-51859 LUMP| 10500.00000 10500.00| 10000.00000 10000.00| 11500.00000 11500.00 PAINT STEEL BRIDGE , STRUCTURE NO. 5 | | | 0031 619-51859 LUMP| 10500.00000 10500.00| 9000.00000 9000.00| 11500.00000 11500.00 PAINT STEEL BRIDGE , STRUCTURE NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,823,718.00 ROUTE : I-80/90 CALL ORDER : 531 CONTRACT ID : BT-23359-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1057237 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 619-51859 LUMP| 10500.00000 10500.00| 9000.00000 9000.00| 11500.00000 11500.00 PAINT STEEL BRIDGE , STRUCTURE NO. 7 | | | 0033 619-51859 LUMP| 10500.00000 10500.00| 9000.00000 9000.00| 11500.00000 11500.00 PAINT STEEL BRIDGE , STRUCTURE NO. 8 | | | 0034 619-61000 LUMP| 16607.90000 16607.90| 19000.00000 19000.00| 19750.00000 19750.00 CLEAN STEEL BRIDGE , STRUCTURE NO. 1 | | | 0035 619-61000 LUMP| 7000.00000 7000.00| 11000.00000 11000.00| 6300.00000 6300.00 CLEAN STEEL BRIDGE , STRUCTURE NO. 2 | | | 0036 619-61000 LUMP| 7000.00000 7000.00| 11000.00000 11000.00| 6300.00000 6300.00 CLEAN STEEL BRIDGE , STRUCTURE NO. 3 | | | 0037 619-61000 LUMP| 14000.00000 14000.00| 18000.00000 18000.00| 17000.00000 17000.00 CLEAN STEEL BRIDGE , STRUCTURE NO. 4 | | | 0038 619-61000 LUMP| 14000.00000 14000.00| 18000.00000 18000.00| 17000.00000 17000.00 CLEAN STEEL BRIDGE , STRUCTURE NO. 5 | | | 0039 619-61000 LUMP| 14000.00000 14000.00| 17000.00000 17000.00| 17000.00000 17000.00 CLEAN STEEL BRIDGE , STRUCTURE NO. 6 | | | 0040 619-61000 LUMP| 14000.00000 14000.00| 17000.00000 17000.00| 17000.00000 17000.00 CLEAN STEEL BRIDGE , STRUCTURE NO. 7 | | | 0041 619-61000 LUMP| 14000.00000 14000.00| 17000.00000 17000.00| 17000.00000 17000.00 CLEAN STEEL BRIDGE , STRUCTURE NO. 8 | | | 0042 619-93423 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 POLLUTION CONTROL , STRUCTURE NO. 1 | | | 0043 619-93423 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 POLLUTION CONTROL , STRUCTURE NO. 2 | | | 0044 619-93423 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 POLLUTION CONTROL , STRUCTURE NO. 3 | | | 0045 619-93423 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 POLLUTION CONTROL , STRUCTURE NO. 4 | | | 0046 619-93423 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 POLLUTION CONTROL , STRUCTURE NO. 5 | | | 0047 619-93423 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 POLLUTION CONTROL , STRUCTURE NO. 6 | | | 0048 619-93423 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 POLLUTION CONTROL , STRUCTURE NO. 7 | | | 0049 619-93423 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 POLLUTION CONTROL , STRUCTURE NO. 8 | | | 0050 621-06575 253.000 m2 | 19.50000 4933.50| 25.00000 6325.00| 19.50000 4933.50 SODDING, NURSERY | | | 0051 702-51005 30.000 m3 | 565.11000 16953.30| 450.00000 13500.00| 438.73000 13161.90 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51110 1044.000 kg | 5.57000 5815.08| 6.00000 6264.00| 4.97000 5188.68 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,823,718.00 ROUTE : I-80/90 CALL ORDER : 531 CONTRACT ID : BT-23359-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1057237 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 702-51863 204.000 EACH| 7.40000 1509.60| 9.00000 1836.00| 7.56000 1542.24 FIELD DRILLED HOLE IN CONCRETE | | | 0054 703-51032 82491.000 kg | 1.02000 84140.82| 1.25000 103113.75| 1.22000 100639.02 REINFORCING STEEL, EPOXY COATED | | | 0055 703-97703 120.000 EACH| 12.35000 1482.00| 15.00000 1800.00| 11.33000 1359.60 THREADED BAR SPLICE, EPOXY COATED | | | 0056 704-51006 430.600 m3 | 653.46000 281379.88| 425.00000 183005.00| 531.69000 228945.71 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0057 706-05734 12.000 EACH| 1200.00000 14400.00| 1300.00000 15600.00| 1000.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0058 706-51020 131.200 m3 | 365.75000 47986.40| 405.59000 53213.41| 420.00000 55104.00 CONCRETE, C, RAILING | | | 0059 708-51814 15.000 m2 | 35.00000 525.00| 25.00000 375.00| 22.71000 340.65 WELDED STEEL WIRE FABRIC | | | 0060 709-51821 LUMP| 4179.28000 4179.28| 4500.00000 4500.00| 4842.00000 4842.00 SURFACE SEAL , STRUCTURE NO 1 | | | 0061 709-51821 LUMP| 3779.28000 3779.28| 4000.00000 4000.00| 4290.00000 4290.00 SURFACE SEAL , STRUCTURE NO 2 | | | 0062 709-51821 LUMP| 3579.28000 3579.28| 4000.00000 4000.00| 4062.00000 4062.00 SURFACE SEAL STRUCTURE NO. 3 | | | 0063 710-51870 15.000 m2 | 870.00000 13050.00| 600.00000 9000.00| 395.07000 5926.05 REPOINTING MASONRY IN STRUCTURES | | | 0064 711-51877 LUMP| 6875.00000 6875.00| 12000.00000 12000.00| 18536.80000 18536.80 JACKING AND SUPPORTING BEAMS STRUCTURE | | | NO 1 | | | 0065 711-51877 LUMP| 6875.00000 6875.00| 12000.00000 12000.00| 18536.80000 18536.80 JACKING AND SUPPORTING BEAMS STRUCTURE | | | NO 2 | | | 0066 711-51877 LUMP| 6875.00000 6875.00| 12000.00000 12000.00| 18536.80000 18536.80 JACKING AND SUPPORTING BEAMS STRUCTURE | | | NO 3 | | | 0067 715-01662 105.000 m | 15.25000 1601.25| 20.00000 2100.00| 12.00000 1260.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0068 719-94999 12.000 m | 184.32000 2211.84| 15.00000 180.00| 66.41000 796.92 DRAIN PIPE, PVC, 150 mm , SCHEDULE 40 | | | 0069 724-51925 144.000 m | 363.84000 52392.96| 320.00000 46080.00| 321.36000 46275.84 STRUCTURAL EXPANSION JOINT, SS | | | 0070 726-93524 56.000 EACH| 535.00000 29960.00| 500.00000 28000.00| 956.31000 53553.36 BEARING ASSEMBLY, I | | | 0071 726-96576 56.000 EACH| 635.00000 35560.00| 600.00000 33600.00| 1124.68000 62982.08 BEARING ASSEMBLY, FIXED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,823,718.00 ROUTE : I-80/90 CALL ORDER : 531 CONTRACT ID : BT-23359-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1057237 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 728-98377 LUMP| 9600.00000 9600.00| 5000.00000 5000.00| 7600.00000 7600.00 MASONRY COATING STRUCTURE NO 1 | | | 0073 728-98377 LUMP| 8120.00000 8120.00| 5000.00000 5000.00| 6120.00000 6120.00 MASONRY COATING STRUCTURE NO 2 | | | 0074 728-98377 LUMP| 8120.00000 8120.00| 5000.00000 5000.00| 6120.00000 6120.00 MASONRY COATING STRUCTURE NO 3 | | | 0075 801-01093 12.000 EACH| 1100.00000 13200.00| 1100.00000 13200.00| 1100.00000 13200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0076 801-04308 8.000 EACH| 250.00000 2000.00| 250.00000 2000.00| 250.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06198 60.000 DAY | 596.37000 35782.20| 400.00000 24000.00| 284.14000 17048.40 PATROLLER | | | 0078 801-06605 12.000 EACH| 130.00000 1560.00| 130.00000 1560.00| 130.00000 1560.00 BARRICADE, IIIA | | | 0079 801-06606 16.000 EACH| 140.00000 2240.00| 140.00000 2240.00| 140.00000 2240.00 BARRICADE, IIIB | | | 0080 801-06625 61.000 EACH| 83.00000 5063.00| 83.00000 5063.00| 83.00000 5063.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0081 801-06640 82.000 EACH| 110.00000 9020.00| 110.00000 9020.00| 110.00000 9020.00 CONSTRUCTION SIGN, A | | | 0082 801-06710 135.000 DAY | 22.00000 2970.00| 30.00000 4050.00| 22.00000 2970.00 FLASHING ARROW SIGN | | | 0083 801-06775 LUMP| 12945.82000 12945.82| 13200.00000 13200.00| 15655.16000 15655.16 MAINTAINING TRAFFIC | | | 0084 802-96097 60.000 EACH| 15.00000 900.00| 25.00000 1500.00| 2.21000 132.60 SHEAR CONNECTOR | | | 0085 808-01184 130.000 m | 0.89000 115.70| 0.89000 115.70| 0.89000 115.70 LINE, PAINT, BROKEN, YELLOW, 125 mm | | | 0086 808-06713 1456.000 m | 0.89000 1295.84| 0.89000 1295.84| 0.89000 1295.84 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0087 808-06714 943.000 m | 0.89000 839.27| 0.89000 839.27| 0.89000 839.27 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0088 603-06040 286.000 m | 25.70000 7350.20| 27.00000 7722.00| 25.70000 7350.20 FENCE, FARM FIELD, 1190 mm | | | 0089 603-92636 75.000 m | 24.00000 1800.00| 30.00000 2250.00| 24.00000 1800.00 FENCE, CHAIN LINK, 1830 mm , TEMPORARY | | | 0090 603-01891 12.000 EACH| 265.00000 3180.00| 300.00000 3600.00| 265.00000 3180.00 FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | SECTION TOTALS | $ 1,546,817.12| $ 1,738,738.43| $ 1,792,242.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,546,817.12| $ 1,738,738.43| $ 1,792,242.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 531 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,823,718.00 ROUTE : I-80/90 CALL ORDER : 531 CONTRACT ID : BT-23359-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION (3) AND BRIDGE PAINTING (5) | | | 0001 105-01925 3.000 MOS | 750.00000 2250.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 110000.00000 110000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY STRUCTURE NO 1 | | | 0005 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY STRUCTURE NO 2 | | | 0006 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY STRUCTURE NO 3 | | | 0007 202-02241 1507.000 m | 9.30000 14015.10| | GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 150000.00000 150000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO 1 | | | 0009 202-51328 LUMP| 125000.00000 125000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO 2 | | | 0010 202-51328 LUMP| 125000.00000 125000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO 3 | | | 0011 202-60820 10206.000 m2 | 0.01000 102.06| | SURFACE MILLING, ASPHALT | | | 0012 303-60900 42.000 Mg | 40.00000 1680.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 406-05521 15954.000 m2 | 0.05000 797.70| | ASPHALT FOR TACK COAT | | | 0014 501-05090 112.000 m2 | 75.00000 8400.00| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0015 601-01522 12.000 EACH| 1350.00000 16200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-06037 12.000 EACH| 610.00000 7320.00| | GUARDRAIL END TREATMENT, I | | | 0017 601-06233 6.000 EACH| 6800.00000 40800.00| | IMPACT ATTENUATOR, ED, W1, 110 km/h | | | 0018 601-94689 6.000 EACH| 3250.00000 19500.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 531 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,823,718.00 ROUTE : I-80/90 CALL ORDER : 531 CONTRACT ID : BT-23359-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-99105 1289.000 m | 31.00000 39959.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 601-99123 6.000 EACH| 1850.00000 11100.00| | GUARDRAIL TRANSITION, GP | | | 0021 602-06729 176.000 EACH| 6.60000 1161.60| | BARRIER DELINEATOR | | | 0022 603-06045 425.000 m | 39.00000 16575.00| | FENCE, CHAIN LINK, 1220 mm | | | 0023 610-05527 2537.000 Mg | 65.00000 164905.00| | HMA FOR APPROACHES | | | 0024 616-02320 4404.000 m2 | 4.00000 17616.00| | GEOTEXTILES | | | 0025 616-06405 3810.000 Mg | 24.00000 91440.00| | RIPRAP, REVETMENT | | | 0026 619-02508 LUMP| 11000.00000 11000.00| | ENCAPSULATE STEEL BRIDGE STRUCTURE NO 2 | | | 0027 619-02508 LUMP| 11000.00000 11000.00| | ENCAPSULATE STEEL BRIDGE STRUCTURE NO 3 | | | 0028 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE , STRUCTURE NO. 1 | | | 0029 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE , STRUCTURE NO. 4 | | | 0030 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE , STRUCTURE NO. 5 | | | 0031 619-51859 LUMP| 9500.00000 9500.00| | PAINT STEEL BRIDGE , STRUCTURE NO. 6 | | | 0032 619-51859 LUMP| 9500.00000 9500.00| | PAINT STEEL BRIDGE , STRUCTURE NO. 7 | | | 0033 619-51859 LUMP| 9500.00000 9500.00| | PAINT STEEL BRIDGE , STRUCTURE NO. 8 | | | 0034 619-61000 LUMP| 20000.00000 20000.00| | CLEAN STEEL BRIDGE , STRUCTURE NO. 1 | | | 0035 619-61000 LUMP| 11000.00000 11000.00| | CLEAN STEEL BRIDGE , STRUCTURE NO. 2 | | | 0036 619-61000 LUMP| 11000.00000 11000.00| | CLEAN STEEL BRIDGE , STRUCTURE NO. 3 | | | 0037 619-61000 LUMP| 19000.00000 19000.00| | CLEAN STEEL BRIDGE , STRUCTURE NO. 4 | | | 0038 619-61000 LUMP| 19000.00000 19000.00| | CLEAN STEEL BRIDGE , STRUCTURE NO. 5 | | | 0039 619-61000 LUMP| 18000.00000 18000.00| | CLEAN STEEL BRIDGE , STRUCTURE NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 531 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,823,718.00 ROUTE : I-80/90 CALL ORDER : 531 CONTRACT ID : BT-23359-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 619-61000 LUMP| 17000.00000 17000.00| | CLEAN STEEL BRIDGE , STRUCTURE NO. 7 | | | 0041 619-61000 LUMP| 18000.00000 18000.00| | CLEAN STEEL BRIDGE , STRUCTURE NO. 8 | | | 0042 619-93423 LUMP| 5500.00000 5500.00| | POLLUTION CONTROL , STRUCTURE NO. 1 | | | 0043 619-93423 LUMP| 5500.00000 5500.00| | POLLUTION CONTROL , STRUCTURE NO. 2 | | | 0044 619-93423 LUMP| 5500.00000 5500.00| | POLLUTION CONTROL , STRUCTURE NO. 3 | | | 0045 619-93423 LUMP| 5500.00000 5500.00| | POLLUTION CONTROL , STRUCTURE NO. 4 | | | 0046 619-93423 LUMP| 5500.00000 5500.00| | POLLUTION CONTROL , STRUCTURE NO. 5 | | | 0047 619-93423 LUMP| 5500.00000 5500.00| | POLLUTION CONTROL , STRUCTURE NO. 6 | | | 0048 619-93423 LUMP| 5500.00000 5500.00| | POLLUTION CONTROL , STRUCTURE NO. 7 | | | 0049 619-93423 LUMP| 5500.00000 5500.00| | POLLUTION CONTROL , STRUCTURE NO. 8 | | | 0050 621-06575 253.000 m2 | 8.00000 2024.00| | SODDING, NURSERY | | | 0051 702-51005 30.000 m3 | 850.00000 25500.00| | CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51110 1044.000 kg | 4.40000 4593.60| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0053 702-51863 204.000 EACH| 12.00000 2448.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0054 703-51032 82491.000 kg | 1.55000 127861.05| | REINFORCING STEEL, EPOXY COATED | | | 0055 703-97703 120.000 EACH| 17.00000 2040.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0056 704-51006 430.600 m3 | 450.00000 193770.00| | CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0057 706-05734 12.000 EACH| 1350.00000 16200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0058 706-51020 131.200 m3 | 250.00000 32800.00| | CONCRETE, C, RAILING | | | 0059 708-51814 15.000 m2 | 37.00000 555.00| | WELDED STEEL WIRE FABRIC | | | 0060 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL , STRUCTURE NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 531 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,823,718.00 ROUTE : I-80/90 CALL ORDER : 531 CONTRACT ID : BT-23359-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 709-51821 LUMP| 4500.00000 4500.00| | SURFACE SEAL , STRUCTURE NO 2 | | | 0062 709-51821 LUMP| 4500.00000 4500.00| | SURFACE SEAL STRUCTURE NO. 3 | | | 0063 710-51870 15.000 m2 | 900.00000 13500.00| | REPOINTING MASONRY IN STRUCTURES | | | 0064 711-51877 LUMP| 16000.00000 16000.00| | JACKING AND SUPPORTING BEAMS STRUCTURE | | | NO 1 | | | 0065 711-51877 LUMP| 17000.00000 17000.00| | JACKING AND SUPPORTING BEAMS STRUCTURE | | | NO 2 | | | 0066 711-51877 LUMP| 17000.00000 17000.00| | JACKING AND SUPPORTING BEAMS STRUCTURE | | | NO 3 | | | 0067 715-01662 105.000 m | 65.00000 6825.00| | PIPE CLEANING, 300mm TO 1200mm DIA | | | 0068 719-94999 12.000 m | 165.00000 1980.00| | DRAIN PIPE, PVC, 150 mm , SCHEDULE 40 | | | 0069 724-51925 144.000 m | 290.00000 41760.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0070 726-93524 56.000 EACH| 850.00000 47600.00| | BEARING ASSEMBLY, I | | | 0071 726-96576 56.000 EACH| 900.00000 50400.00| | BEARING ASSEMBLY, FIXED | | | 0072 728-98377 LUMP| 9000.00000 9000.00| | MASONRY COATING STRUCTURE NO 1 | | | 0073 728-98377 LUMP| 7500.00000 7500.00| | MASONRY COATING STRUCTURE NO 2 | | | 0074 728-98377 LUMP| 7500.00000 7500.00| | MASONRY COATING STRUCTURE NO 3 | | | 0075 801-01093 12.000 EACH| 1250.00000 15000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0076 801-04308 8.000 EACH| 275.00000 2200.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06198 60.000 DAY | 325.00000 19500.00| | PATROLLER | | | 0078 801-06605 12.000 EACH| 140.00000 1680.00| | BARRICADE, IIIA | | | 0079 801-06606 16.000 EACH| 150.00000 2400.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 531 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,823,718.00 ROUTE : I-80/90 CALL ORDER : 531 CONTRACT ID : BT-23359-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 801-06625 61.000 EACH| 100.00000 6100.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0081 801-06640 82.000 EACH| 125.00000 10250.00| | CONSTRUCTION SIGN, A | | | 0082 801-06710 135.000 DAY | 20.00000 2700.00| | FLASHING ARROW SIGN | | | 0083 801-06775 LUMP| 221000.00000 221000.00| | MAINTAINING TRAFFIC | | | 0084 802-96097 60.000 EACH| 3.20000 192.00| | SHEAR CONNECTOR | | | 0085 808-01184 130.000 m | 0.70000 91.00| | LINE, PAINT, BROKEN, YELLOW, 125 mm | | | 0086 808-06713 1456.000 m | 0.70000 1019.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0087 808-06714 943.000 m | 0.70000 660.10| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0088 603-06040 286.000 m | 27.00000 7722.00| | FENCE, FARM FIELD, 1190 mm | | | 0089 603-92636 75.000 m | 25.00000 1875.00| | FENCE, CHAIN LINK, 1830 mm , TEMPORARY | | | 0090 603-01891 12.000 EACH| 285.00000 3420.00| | FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | SECTION TOTALS | $ 2,214,987.41| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,214,987.41| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION CONTRACT TIME : 11/18/00 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 $ 2,560,966.71 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,861,243.19 111.7251% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,012,296.56 117.6234% 4 35-1057237 MCCOY, R.L., INC. $ 3,057,301.36 119.3807% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1035114 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR 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 6.000 MOS | 2188.75000 13132.50| 1500.00000 9000.00| 1400.00000 8400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 12813.24000 12813.24| 14327.26000 14327.26| 18800.00000 18800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 127400.49000 127400.49| 150000.00000 150000.00| 150000.00000 150000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2401.73000 2401.73| 1000.00000 1000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 4698.48000 4698.48| 1000.00000 1000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 4698.48000 4698.48| 1000.00000 1000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 201-52370 LUMP| 4698.48000 4698.48| 1000.00000 1000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY , STR NO 4 | | | 0008 201-52370 LUMP| 4698.48000 4698.48| 1000.00000 1000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY , STR NO 5 | | | 0009 202-02241 3476.000 m | 7.60000 26417.60| 7.60000 26417.60| 7.60000 26417.60 GUARDRAIL, REMOVE | | | 0010 202-51328 LUMP| 40481.00000 40481.00| 90000.00000 90000.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0011 202-51328 LUMP| 28415.95000 28415.95| 90000.00000 90000.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1035114 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51328 LUMP| 28134.00000 28134.00| 90000.00000 90000.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0013 202-51328 LUMP| 28415.00000 28415.00| 90000.00000 90000.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0014 202-51328 LUMP| 28134.00000 28134.00| 90000.00000 90000.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0015 202-60820 17011.000 m2 | 0.25000 4252.75| 0.50000 8505.50| 0.50000 8505.50 SURFACE MILLING, ASPHALT | | | 0016 202-91385 20.000 EACH| 179.29000 3585.80| 279.00000 5580.00| 215.00000 4300.00 INLET, REMOVE | | | 0017 303-52308 80.000 Mg | 50.25000 4020.00| 14.81000 1184.80| 22.00000 1760.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 406-05521 24539.000 m2 | 0.04000 981.56| 0.04000 981.56| 0.04000 981.56 ASPHALT FOR TACK COAT | | | 0019 601-01522 20.000 EACH| 1125.00000 22500.00| 1125.00000 22500.00| 1125.00000 22500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-01740 2.000 EACH| 1625.00000 3250.00| 1625.00000 3250.00| 1625.00000 3250.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0021 601-06037 20.000 EACH| 525.00000 10500.00| 525.00000 10500.00| 525.00000 10500.00 GUARDRAIL END TREATMENT, I | | | 0022 601-06233 8.000 EACH| 6400.00000 51200.00| 6400.00000 51200.00| 6400.00000 51200.00 IMPACT ATTENUATOR, ED, W1, 110 km/h | | | 0023 601-94689 10.000 EACH| 3025.00000 30250.00| 3025.00000 30250.00| 3025.00000 30250.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-94690 2.000 EACH| 3025.00000 6050.00| 3025.00000 6050.00| 3025.00000 6050.00 GUARDRAIL END TREATMENT, MS | | | 0025 601-99105 2691.000 m | 28.25000 76020.75| 28.25000 76020.75| 28.25000 76020.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99108 236.000 m | 49.25000 11623.00| 49.25000 11623.00| 49.25000 11623.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0027 601-99123 12.000 EACH| 1725.00000 20700.00| 1725.00000 20700.00| 1725.00000 20700.00 GUARDRAIL TRANSITION, GP | | | 0028 602-06729 318.000 EACH| 5.00000 1590.00| 11.06000 3517.08| 6.25000 1987.50 BARRIER DELINEATOR | | | 0029 603-06045 763.000 m | 38.00000 28994.00| 38.00000 28994.00| 38.00000 28994.00 FENCE, CHAIN LINK, 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1035114 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 610-05527 4795.000 Mg | 30.14000 144521.30| 35.50000 170222.50| 43.00000 206185.00 HMA FOR APPROACHES | | | 0031 610-06257 217.000 m2 | 112.05000 24314.85| 58.94000 12789.98| 63.00000 13671.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 616-02320 8920.000 m2 | 2.45000 21854.00| 2.19000 19534.80| 1.75000 15610.00 GEOTEXTILES | | | 0033 616-06405 7730.000 Mg | 19.57000 151276.10| 18.61000 143855.30| 22.00000 170060.00 RIPRAP, REVETMENT | | | 0034 619-51859 LUMP| 14517.00000 14517.00| 18000.00000 18000.00| 18000.00000 18000.00 PAINT STEEL BRIDGE , STR NO 1 | | | 0035 619-51859 LUMP| 7381.00000 7381.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR NO 2 | | | 0036 619-51859 LUMP| 8812.00000 8812.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR NO 3 | | | 0037 619-51859 LUMP| 9359.00000 9359.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR NO 4 | | | 0038 619-51859 LUMP| 9376.00000 9376.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR NO 5 | | | 0039 619-61000 LUMP| 27424.60000 27424.60| 29000.00000 29000.00| 29000.00000 29000.00 CLEAN STEEL BRIDGE , STR NO 1 | | | 0040 619-61000 LUMP| 15761.00000 15761.00| 14000.00000 14000.00| 14000.00000 14000.00 CLEAN STEEL BRIDGE , STR NO 2 | | | 0041 619-61000 LUMP| 17623.00000 17623.00| 26000.00000 26000.00| 25000.00000 25000.00 CLEAN STEEL BRIDGE , STR NO 3 | | | 0042 619-61000 LUMP| 19717.00000 19717.00| 26000.00000 26000.00| 25000.00000 25000.00 CLEAN STEEL BRIDGE , STR NO 4 | | | 0043 619-61000 LUMP| 19752.00000 19752.00| 26000.00000 26000.00| 24000.00000 24000.00 CLEAN STEEL BRIDGE , STR NO 5 | | | 0044 619-93423 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 4000.00000 4000.00 POLLUTION CONTROL , STR NO 1 | | | 0045 619-93423 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 3000.00000 3000.00 POLLUTION CONTROL , STR NO 2 | | | 0046 619-93423 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 5000.00000 5000.00 POLLUTION CONTROL , STR NO 3 | | | 0047 619-93423 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 5000.00000 5000.00 POLLUTION CONTROL , STR NO 4 | | | 0048 619-93423 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 5000.00000 5000.00 POLLUTION CONTROL , STR NO 5 | | | 0049 621-06575 500.000 m2 | 11.85000 5925.00| 11.85000 5925.00| 11.85000 5925.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1035114 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 702-51005 100.400 m3 | 369.46000 37093.78| 438.73000 44048.49| 800.00000 80320.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51110 2089.000 kg | 7.02000 14664.78| 5.00000 10445.00| 5.50000 11489.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 548.000 EACH| 6.17000 3381.16| 7.56000 4142.88| 10.50000 5754.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 154579.000 kg | 1.04000 160762.16| 1.22000 188586.38| 1.40000 216410.60 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97703 228.000 EACH| 10.02000 2284.56| 11.33000 2583.24| 19.00000 4332.00 THREADED BAR SPLICE, EPOXY COATED | | | 0055 704-51006 841.700 m3 | 688.72000 579695.62| 531.69000 447523.47| 500.00000 420850.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0056 706-05734 20.000 EACH| 1200.00000 24000.00| 1000.00000 20000.00| 1300.00000 26000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0057 706-51020 235.600 m3 | 365.75000 86170.70| 420.00000 98952.00| 406.00000 95653.60 CONCRETE, C, RAILING | | | 0058 708-51806 40.000 m2 | 600.00000 24000.00| 388.58000 15543.20| 300.00000 12000.00 REPOINTING MASONRY | | | 0059 708-51814 40.000 m2 | 35.00000 1400.00| 17.41000 696.40| 35.00000 1400.00 WELDED STEEL WIRE FABRIC | | | 0060 709-51821 LUMP| 5308.12000 5308.12| 8320.00000 8320.00| 7320.00000 7320.00 SURFACE SEAL , STR NO 1 | | | 0061 709-51821 LUMP| 3560.12000 3560.12| 3900.00000 3900.00| 3900.00000 3900.00 SURFACE SEAL , STR NO 2 | | | 0062 709-51821 LUMP| 3598.12000 3598.12| 3835.00000 3835.00| 3835.00000 3835.00 SURFACE SEAL , STR NO 3 | | | 0063 709-51821 LUMP| 3712.12000 3712.12| 4030.00000 4030.00| 4030.00000 4030.00 SURFACE SEAL , STR NO 4 | | | 0064 709-51821 LUMP| 3712.12000 3712.12| 4030.00000 4030.00| 4030.00000 4030.00 SURFACE SEAL , STR NO 5 | | | 0065 711-51877 LUMP| 8250.00000 8250.00| 18536.80000 18536.80| 26950.00000 26950.00 JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0066 711-51877 LUMP| 6875.00000 6875.00| 18536.80000 18536.80| 16450.00000 16450.00 JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0067 711-51877 LUMP| 6875.00000 6875.00| 18536.80000 18536.80| 16450.00000 16450.00 JACKING AND SUPPORTING BEAMS , STR NO 3 | | | 0068 711-51877 LUMP| 6875.00000 6875.00| 18536.80000 18536.80| 16450.00000 16450.00 JACKING AND SUPPORTING BEAMS , STR NO 4 | | | 0069 711-51877 LUMP| 6875.00000 6875.00| 18536.80000 18536.80| 16450.00000 16450.00 JACKING AND SUPPORTING BEAMS , STR NO 5 | | | 0070 715-01662 466.000 m | 15.25000 7106.50| 12.00000 5592.00| 15.50000 7223.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1035114 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-91361 56.000 m | 106.28000 5951.68| 66.41000 3718.96| 94.00000 5264.00 PIPE, PVC, 150 mm | | | 0072 724-51925 299.000 m | 329.57000 98541.43| 321.36000 96086.64| 350.00000 104650.00 STRUCTURAL EXPANSION JOINT, SS | | | 0073 726-93524 89.000 EACH| 731.00000 65059.00| 778.93000 69324.77| 561.00000 49929.00 BEARING ASSEMBLY, I | | | 0074 726-96576 89.000 EACH| 1000.00000 89000.00| 1021.12000 90879.68| 1210.00000 107690.00 BEARING ASSEMBLY, FIXED | | | 0075 728-98377 LUMP| 3000.00000 3000.00| 11200.00000 11200.00| 10545.00000 10545.00 MASONRY COATING , STR NO 1 | | | 0076 728-98377 LUMP| 3000.00000 3000.00| 5936.00000 5936.00| 5589.00000 5589.00 MASONRY COATING , STR NO 2 | | | 0077 728-98377 LUMP| 3000.00000 3000.00| 5840.00000 5840.00| 5498.00000 5498.00 MASONRY COATING , STR NO 3 | | | 0078 728-98377 LUMP| 3000.00000 3000.00| 6080.00000 6080.00| 5724.00000 5724.00 MASONRY COATING , STR NO 4 | | | 0079 728-98377 LUMP| 3000.00000 3000.00| 6080.00000 6080.00| 5724.00000 5724.00 MASONRY COATING , STR NO 5 | | | 0080 801-01093 20.000 EACH| 1100.00000 22000.00| 1100.00000 22000.00| 1100.00000 22000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0081 801-04308 12.000 EACH| 239.00000 2868.00| 239.00000 2868.00| 239.00000 2868.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0082 801-06198 100.000 DAY | 653.65000 65365.00| 282.04000 28204.00| 250.00000 25000.00 PATROLLER | | | 0083 801-06605 18.000 EACH| 130.00000 2340.00| 130.00000 2340.00| 130.00000 2340.00 BARRICADE, IIIA | | | 0084 801-06606 17.000 EACH| 140.00000 2380.00| 140.00000 2380.00| 140.00000 2380.00 BARRICADE, IIIB | | | 0085 801-06625 70.000 EACH| 83.00000 5810.00| 83.00000 5810.00| 83.00000 5810.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0086 801-06640 128.000 EACH| 110.00000 14080.00| 110.00000 14080.00| 110.00000 14080.00 CONSTRUCTION SIGN, A | | | 0087 801-06645 5.000 EACH| 50.00000 250.00| 50.00000 250.00| 50.00000 250.00 CONSTRUCTION SIGN, B | | | 0088 801-06710 225.000 DAY | 22.00000 4950.00| 22.00000 4950.00| 22.00000 4950.00 FLASHING ARROW SIGN | | | 0089 801-06775 LUMP| 13547.65000 13547.65| 15000.00000 15000.00| 8560.00000 8560.00 MAINTAINING TRAFFIC | | | 0090 802-96097 100.000 EACH| 8.00000 800.00| 2.21000 221.00| 5.00000 500.00 SHEAR CONNECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1035114 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-01184 289.000 m | 0.89000 257.21| 0.89000 257.21| 0.89000 257.21 LINE, PAINT, BROKEN, YELLOW, 125 mm | | | 0092 808-06713 3058.000 m | 0.89000 2721.62| 0.89000 2721.62| 0.89000 2721.62 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0093 808-06714 1908.000 m | 0.89000 1698.12| 0.89000 1698.12| 0.89000 1698.12 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0094 603-06040 430.000 m | 25.70000 11051.00| 25.70000 11051.00| 26.00000 11180.00 FENCE, FARM FIELD, 1190 mm | | | 0095 603-92636 125.000 m | 25.00000 3125.00| 25.00000 3125.00| 28.00000 3500.00 FENCE, CHAIN LINK, 1830 mm , TEMPORARY | | | 0096 603-01891 20.000 EACH| 265.00000 5300.00| 265.00000 5300.00| 280.00000 5600.00 FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | SECTION TOTALS | $ 2,560,966.71| $ 2,861,243.19| $ 3,012,296.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,560,966.71| $ 2,861,243.19| $ 3,012,296.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |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 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 150000.00000 150000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| | CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 5000.00000 5000.00| | CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 5000.00000 5000.00| | CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 201-52370 LUMP| 5000.00000 5000.00| | CLEARING RIGHT OF WAY , STR NO 4 | | | 0008 201-52370 LUMP| 5000.00000 5000.00| | CLEARING RIGHT OF WAY , STR NO 5 | | | 0009 202-02241 3476.000 m | 7.60000 26417.60| | GUARDRAIL, REMOVE | | | 0010 202-51328 LUMP| 165000.00000 165000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0011 202-51328 LUMP| 145000.00000 145000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0012 202-51328 LUMP| 145000.00000 145000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0013 202-51328 LUMP| 145000.00000 145000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0014 202-51328 LUMP| 145000.00000 145000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0015 202-60820 17011.000 m2 | 0.25000 4252.75| | SURFACE MILLING, ASPHALT | | | 0016 202-91385 20.000 EACH| 200.00000 4000.00| | INLET, REMOVE | | | 0017 303-52308 80.000 Mg | 18.00000 1440.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 406-05521 24539.000 m2 | 0.04000 981.56| | ASPHALT FOR TACK COAT | | | 0019 601-01522 20.000 EACH| 1125.00000 22500.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-01740 2.000 EACH| 1625.00000 3250.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0021 601-06037 20.000 EACH| 525.00000 10500.00| | GUARDRAIL END TREATMENT, I | | | 0022 601-06233 8.000 EACH| 6400.00000 51200.00| | IMPACT ATTENUATOR, ED, W1, 110 km/h | | | 0023 601-94689 10.000 EACH| 3025.00000 30250.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-94690 2.000 EACH| 3025.00000 6050.00| | GUARDRAIL END TREATMENT, MS | | | 0025 601-99105 2691.000 m | 28.25000 76020.75| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99108 236.000 m | 49.25000 11623.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0027 601-99123 12.000 EACH| 1725.00000 20700.00| | GUARDRAIL TRANSITION, GP | | | 0028 602-06729 318.000 EACH| 6.25000 1987.50| | BARRIER DELINEATOR | | | 0029 603-06045 763.000 m | 38.00000 28994.00| | FENCE, CHAIN LINK, 1220 mm | | | 0030 610-05527 4795.000 Mg | 35.50000 170222.50| | HMA FOR APPROACHES | | | 0031 610-06257 217.000 m2 | 75.00000 16275.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 616-02320 8920.000 m2 | 2.00000 17840.00| | GEOTEXTILES | | | 0033 616-06405 7730.000 Mg | 18.00000 139140.00| | RIPRAP, REVETMENT | | | 0034 619-51859 LUMP| 18000.00000 18000.00| | PAINT STEEL BRIDGE , STR NO 1 | | | 0035 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE , STR NO 2 | | | 0036 619-51859 LUMP| 12000.00000 12000.00| | PAINT STEEL BRIDGE , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 619-51859 LUMP| 12000.00000 12000.00| | PAINT STEEL BRIDGE , STR NO 4 | | | 0038 619-51859 LUMP| 12000.00000 12000.00| | PAINT STEEL BRIDGE , STR NO 5 | | | 0039 619-61000 LUMP| 35000.00000 35000.00| | CLEAN STEEL BRIDGE , STR NO 1 | | | 0040 619-61000 LUMP| 20000.00000 20000.00| | CLEAN STEEL BRIDGE , STR NO 2 | | | 0041 619-61000 LUMP| 23000.00000 23000.00| | CLEAN STEEL BRIDGE , STR NO 3 | | | 0042 619-61000 LUMP| 25000.00000 25000.00| | CLEAN STEEL BRIDGE , STR NO 4 | | | 0043 619-61000 LUMP| 25000.00000 25000.00| | CLEAN STEEL BRIDGE , STR NO 5 | | | 0044 619-93423 LUMP| 1000.00000 1000.00| | POLLUTION CONTROL , STR NO 1 | | | 0045 619-93423 LUMP| 1000.00000 1000.00| | POLLUTION CONTROL , STR NO 2 | | | 0046 619-93423 LUMP| 1000.00000 1000.00| | POLLUTION CONTROL , STR NO 3 | | | 0047 619-93423 LUMP| 1000.00000 1000.00| | POLLUTION CONTROL , STR NO 4 | | | 0048 619-93423 LUMP| 1000.00000 1000.00| | POLLUTION CONTROL , STR NO 5 | | | 0049 621-06575 500.000 m2 | 17.50000 8750.00| | SODDING, NURSERY | | | 0050 702-51005 100.400 m3 | 450.00000 45180.00| | CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51110 2089.000 kg | 6.00000 12534.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 548.000 EACH| 9.00000 4932.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 154579.000 kg | 1.25000 193223.75| | REINFORCING STEEL, EPOXY COATED | | | 0054 703-97703 228.000 EACH| 15.00000 3420.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0055 704-51006 841.700 m3 | 450.00000 378765.00| | CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0056 706-05734 20.000 EACH| 1300.00000 26000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0057 706-51020 235.600 m3 | 405.59000 95557.00| | CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 708-51806 40.000 m2 | 600.00000 24000.00| | REPOINTING MASONRY | | | 0059 708-51814 40.000 m2 | 35.00000 1400.00| | WELDED STEEL WIRE FABRIC | | | 0060 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL , STR NO 1 | | | 0061 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL , STR NO 2 | | | 0062 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL , STR NO 3 | | | 0063 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL , STR NO 4 | | | 0064 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL , STR NO 5 | | | 0065 711-51877 LUMP| 16000.00000 16000.00| | JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0066 711-51877 LUMP| 12000.00000 12000.00| | JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0067 711-51877 LUMP| 12000.00000 12000.00| | JACKING AND SUPPORTING BEAMS , STR NO 3 | | | 0068 711-51877 LUMP| 12000.00000 12000.00| | JACKING AND SUPPORTING BEAMS , STR NO 4 | | | 0069 711-51877 LUMP| 12000.00000 12000.00| | JACKING AND SUPPORTING BEAMS , STR NO 5 | | | 0070 715-01662 466.000 m | 20.00000 9320.00| | PIPE CLEANING, 300mm TO 1200mm DIA | | | 0071 715-91361 56.000 m | 15.00000 840.00| | PIPE, PVC, 150 mm | | | 0072 724-51925 299.000 m | 300.00000 89700.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0073 726-93524 89.000 EACH| 650.00000 57850.00| | BEARING ASSEMBLY, I | | | 0074 726-96576 89.000 EACH| 950.00000 84550.00| | BEARING ASSEMBLY, FIXED | | | 0075 728-98377 LUMP| 5000.00000 5000.00| | MASONRY COATING , STR NO 1 | | | 0076 728-98377 LUMP| 5000.00000 5000.00| | MASONRY COATING , STR NO 2 | | | 0077 728-98377 LUMP| 5000.00000 5000.00| | MASONRY COATING , STR NO 3 | | | 0078 728-98377 LUMP| 5000.00000 5000.00| | MASONRY COATING , STR NO 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 541 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,062,702.60 ROUTE : I-80/90 CALL ORDER : 541 CONTRACT ID : BT-23535-A COUNTIES : LAGRANGE LETTING DATE : 02/22/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 728-98377 LUMP| 5000.00000 5000.00| | MASONRY COATING , STR NO 5 | | | 0080 801-01093 20.000 EACH| 1100.00000 22000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0081 801-04308 12.000 EACH| 239.00000 2868.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0082 801-06198 100.000 DAY | 250.00000 25000.00| | PATROLLER | | | 0083 801-06605 18.000 EACH| 130.00000 2340.00| | BARRICADE, IIIA | | | 0084 801-06606 17.000 EACH| 140.00000 2380.00| | BARRICADE, IIIB | | | 0085 801-06625 70.000 EACH| 83.00000 5810.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0086 801-06640 128.000 EACH| 110.00000 14080.00| | CONSTRUCTION SIGN, A | | | 0087 801-06645 5.000 EACH| 50.00000 250.00| | CONSTRUCTION SIGN, B | | | 0088 801-06710 225.000 DAY | 22.00000 4950.00| | FLASHING ARROW SIGN | | | 0089 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0090 802-96097 100.000 EACH| 20.00000 2000.00| | SHEAR CONNECTOR | | | 0091 808-01184 289.000 m | 0.89000 257.21| | LINE, PAINT, BROKEN, YELLOW, 125 mm | | | 0092 808-06713 3058.000 m | 0.89000 2721.62| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0093 808-06714 1908.000 m | 0.89000 1698.12| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0094 603-06040 430.000 m | 26.00000 11180.00| | FENCE, FARM FIELD, 1190 mm | | | 0095 603-92636 125.000 m | 28.00000 3500.00| | FENCE, CHAIN LINK, 1830 mm , TEMPORARY | | | 0096 603-01891 20.000 EACH| 280.00000 5600.00| | FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | SECTION TOTALS | $ 3,057,301.36| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,057,301.36| | ====================================================================================================================================