INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION CONTRACT TIME : 07/31/00 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 35-1057237 MCCOY, R.L., INC. $ 3,085,960.39 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,252,527.93 105.3975% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 3,279,584.30 106.2743% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,365,264.95 109.0508% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 35-1339168 |MCCOY, R.L., INC. |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 | 500.00000 5000.00| 1245.00000 12450.00| 1762.30000 17623.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| 14327.26000 14327.26| 25963.53000 25963.53 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 155000.00000 155000.00| 150000.00000 150000.00| 184856.38000 184856.38 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 2608.24000 2608.24 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 2608.24000 2608.24 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 2608.24000 2608.24 CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 201-52370 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 2608.24000 2608.24 CLEARING RIGHT OF WAY , STR NO 4 | | | 0008 201-52370 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 2608.24000 2608.24 CLEARING RIGHT OF WAY , STR NO 5 | | | 0009 202-02241 1696.000 m | 9.00000 15264.00| 9.00000 15264.00| 9.00000 15264.00 GUARDRAIL, REMOVE | | | 0010 202-03135 5.750 m2 | 10.00000 57.50| 60.00000 345.00| 100.00000 575.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0011 202-51328 LUMP| 150000.00000 150000.00| 95000.00000 95000.00| 73095.50000 73095.50 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 35-1339168 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51328 LUMP| 150000.00000 150000.00| 95000.00000 95000.00| 91357.22000 91357.22 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0013 202-51328 LUMP| 150000.00000 150000.00| 95000.00000 95000.00| 72666.01000 72666.01 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0014 202-51328 LUMP| 150000.00000 150000.00| 95000.00000 95000.00| 73095.50000 73095.50 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0015 202-51328 LUMP| 150000.00000 150000.00| 95000.00000 95000.00| 72666.01000 72666.01 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0016 202-60820 15693.900 m2 | 0.25000 3923.48| 1.25000 19617.38| 0.50000 7846.95 SURFACE MILLING, ASPHALT | | | 0017 202-91206 9.000 EACH| 500.00000 4500.00| 692.90000 6236.10| 1629.03000 14661.27 G.R.E.A.T. UNIT AND BACK UP WALL, REMOVE| | | 0018 202-91385 20.000 EACH| 200.00000 4000.00| 279.00000 5580.00| 826.06000 16521.20 INLET, REMOVE | | | 0019 203-02000 1087.600 m3 | 14.00000 15226.40| 26.36000 28669.14| 20.43000 22219.67 EXCAVATION, COMMON | | | 0020 211-02060 126.600 m3 | 24.00000 3038.40| 29.79000 3771.41| 48.78000 6175.55 B BORROW FOR STRUCTURE BACKFILL | | | 0021 213-52830 44.900 m3 | 80.00000 3592.00| 121.58000 5458.94| 128.46000 5767.85 FLOWABLE MORTAR | | | 0022 303-04075 63.600 Mg | 17.00000 1081.20| 19.29000 1226.84| 33.36000 2121.70 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0023 303-52308 1514.300 Mg | 14.00000 21200.20| 14.81000 22426.78| 22.85000 34601.76 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 401-05467 5410.000 m | 0.25000 1352.50| 1.00000 5410.00| 0.50000 2705.00 MILLED HMA CORRUGATIONS | | | 0025 402-05468 194.200 Mg | 80.00000 15536.00| 70.50000 13691.10| 70.50000 13691.10 HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05474 1037.700 Mg | 50.00000 51885.00| 47.60000 49394.52| 47.60000 49394.52 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 2331.200 Mg | 33.45000 77978.64| 33.45000 77978.64| 25.45000 59329.04 HMA SURFACE 9.5 mm, MAINLINE | | | 0028 406-05520 3.800 Mg | 200.00000 760.00| 200.00000 760.00| 200.00000 760.00 ASPHALT FOR TACK COAT | | | 0029 501-05180 564.500 m2 | 62.00000 34999.00| 58.94000 33271.63| 65.62000 37042.49 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0030 601-01128 5.000 EACH| 1050.00000 5250.00| 1050.00000 5250.00| 1050.00000 5250.00 GUARDRAIL TRANSITION TYPE WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 35-1339168 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-01522 15.000 EACH| 1150.00000 17250.00| 1150.00000 17250.00| 1150.00000 17250.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01700 2.000 EACH| 1650.00000 3300.00| 1650.00000 3300.00| 1650.00000 3300.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 MODIFIED | | | 0033 601-01846 2.000 EACH| 1550.00000 3100.00| 1550.00000 3100.00| 1550.00000 3100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-01846 2.000 EACH| 1550.00000 3100.00| 1550.00000 3100.00| 1550.00000 3100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 MODIFIED | | | 0035 601-02103 15.500 m | 48.00000 744.00| 48.00000 744.00| 48.00000 744.00 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0036 601-06037 16.000 EACH| 500.00000 8000.00| 500.00000 8000.00| 500.00000 8000.00 GUARDRAIL END TREATMENT, I | | | 0037 601-06233 9.000 EACH| 6300.00000 56700.00| 6300.00000 56700.00| 6300.00000 56700.00 IMPACT ATTENUATOR, ED, W1, 110 km/h | | | 0038 601-94689 10.000 EACH| 3050.00000 30500.00| 3050.00000 30500.00| 3050.00000 30500.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 2401.940 m | 28.00000 67254.32| 28.00000 67254.32| 28.00000 67254.32 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 601-99123 10.000 EACH| 1750.00000 17500.00| 1750.00000 17500.00| 1750.00000 17500.00 GUARDRAIL TRANSITION, GP | | | 0041 602-06729 96.000 EACH| 6.00000 576.00| 11.06000 1061.76| 6.00000 576.00 BARRIER DELINEATOR | | | 0042 603-01891 20.000 EACH| 260.00000 5200.00| 260.00000 5200.00| 260.00000 5200.00 FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | 0043 603-06040 250.000 m | 38.00000 9500.00| 38.00000 9500.00| 38.00000 9500.00 FENCE, FARM FIELD, 1190 mm | | | 0044 603-06045 929.000 m | 33.00000 30657.00| 33.00000 30657.00| 33.00000 30657.00 FENCE, CHAIN LINK, 1220 mm | | | 0045 603-98339 84.000 m | 26.00000 2184.00| 26.00000 2184.00| 26.00000 2184.00 FENCE, CHAIN LINK, 1820 mm, TEMPORARY | | | 0046 616-02320 9667.600 m2 | 2.00000 19335.20| 2.19000 21172.04| 2.84000 27455.98 GEOTEXTILES | | | 0047 616-06405 3618.400 Mg | 18.00000 65131.20| 26.28000 95091.55| 23.74000 85900.82 RIPRAP, REVETMENT | | | 0048 619-04414 12.000 EACH| 150.00000 1800.00| 185.10000 2221.20| 237.84000 2854.08 DRAIN EXTENSION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 35-1339168 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 619-51859 LUMP| 12000.00000 12000.00| 3265.21000 3265.21| 13000.00000 13000.00 PAINT STEEL BRIDGE , STR NO 1 | | | 0050 619-51859 LUMP| 14000.00000 14000.00| 3265.21000 3265.21| 13000.00000 13000.00 PAINT STEEL BRIDGE , STR NO 2 | | | 0051 619-51859 LUMP| 10000.00000 10000.00| 3265.21000 3265.21| 13000.00000 13000.00 PAINT STEEL BRIDGE , STR NO 3 | | | 0052 619-51859 LUMP| 13000.00000 13000.00| 3265.21000 3265.21| 13000.00000 13000.00 PAINT STEEL BRIDGE , STR NO 4 | | | 0053 619-51859 LUMP| 10000.00000 10000.00| 3265.21000 3265.21| 13000.00000 13000.00 PAINT STEEL BRIDGE , STR NO 5 | | | 0054 619-61000 LUMP| 24000.00000 24000.00| 45000.00000 45000.00| 35000.00000 35000.00 CLEAN STEEL BRIDGE , STR NO 1 | | | 0055 619-61000 LUMP| 28000.00000 28000.00| 45000.00000 45000.00| 35000.00000 35000.00 CLEAN STEEL BRIDGE , STR NO 2 | | | 0056 619-61000 LUMP| 19000.00000 19000.00| 45000.00000 45000.00| 35000.00000 35000.00 CLEAN STEEL BRIDGE , STR NO 3 | | | 0057 619-61000 LUMP| 25000.00000 25000.00| 45000.00000 45000.00| 35000.00000 35000.00 CLEAN STEEL BRIDGE , STR NO 4 | | | 0058 619-61000 LUMP| 20000.00000 20000.00| 45000.00000 45000.00| 35000.00000 35000.00 CLEAN STEEL BRIDGE , STR NO 5 | | | 0059 619-93423 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR NO 1 | | | 0060 619-93423 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR NO 2 | | | 0061 619-93423 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR NO 3 | | | 0062 619-93423 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR NO 4 | | | 0063 619-93423 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR NO 5 | | | 0064 702-51110 1045.200 kg | 6.00000 6271.20| 3.35000 3501.42| 9.46000 9887.59 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 702-51863 862.000 EACH| 8.00000 6896.00| 7.56000 6516.72| 10.92000 9413.04 FIELD DRILLED HOLE IN CONCRETE | | | 0066 702-90915 121.200 m3 | 425.00000 51510.00| 438.73000 53174.08| 643.69000 78015.23 CONCRETE, A | | | 0067 702-93722 1109.800 m3 | 425.00000 471665.00| 531.69000 590069.56| 617.98000 685834.20 CONCRETE, C | | | 0068 703-51032 178860.000 kg | 1.10000 196746.00| 1.22000 218209.20| 1.11000 198534.60 REINFORCING STEEL, EPOXY COATED | | | 0069 706-01619 5.000 EACH| 1800.00000 9000.00| 1000.00000 5000.00| 1000.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 35-1339168 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 706-05734 15.000 EACH| 1300.00000 19500.00| 1000.00000 15000.00| 1000.00000 15000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0071 706-51020 274.900 m3 | 350.00000 96215.00| 365.00000 100338.50| 365.00000 100338.50 CONCRETE, C, RAILING | | | 0072 708-51813 30.000 m2 | 800.00000 24000.00| 750.00000 22500.00| 7.50000 225.00 PNEUMATICALLY PLACED MORTAR | | | 0073 708-51814 30.000 m2 | 25.00000 750.00| 50.00000 1500.00| 50.00000 1500.00 WELDED STEEL WIRE FABRIC | | | 0074 709-51821 LUMP| 4000.00000 4000.00| 8111.62000 8111.62| 4189.62000 4189.62 SURFACE SEAL , STR NO 1 | | | 0075 709-51821 LUMP| 4000.00000 4000.00| 9204.90000 9204.90| 4455.62000 4455.62 SURFACE SEAL , STR NO 2 | | | 0076 709-51821 LUMP| 4000.00000 4000.00| 6976.00000 6976.00| 4037.62000 4037.62 SURFACE SEAL , STR NO 3 | | | 0077 709-51821 LUMP| 4000.00000 4000.00| 8278.52000 8278.52| 4189.62000 4189.62 SURFACE SEAL , STR NO 4 | | | 0078 709-51821 LUMP| 4000.00000 4000.00| 6749.66000 6749.66| 4189.62000 4189.62 SURFACE SEAL , STR NO 5 | | | 0079 711-51035 5573.000 kg | 1.00000 5573.00| 2.30000 12817.90| 7.67000 42744.91 STRUCTURAL STEEL | | | 0080 711-51877 LUMP| 10000.00000 10000.00| 18536.80000 18536.80| 5500.00000 5500.00 JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0081 711-51877 LUMP| 10000.00000 10000.00| 18536.80000 18536.80| 7100.00000 7100.00 JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0082 711-51877 LUMP| 10000.00000 10000.00| 18536.80000 18536.80| 5500.00000 5500.00 JACKING AND SUPPORTING BEAMS , STR NO 3 | | | 0083 711-51877 LUMP| 10000.00000 10000.00| 18536.80000 18536.80| 5500.00000 5500.00 JACKING AND SUPPORTING BEAMS , STR NO 4 | | | 0084 711-51877 LUMP| 10000.00000 10000.00| 18536.80000 18536.80| 5500.00000 5500.00 JACKING AND SUPPORTING BEAMS , STR NO 5 | | | 0085 711-90274 4952.000 EACH| 3.50000 17332.00| 2.90000 14360.80| 3.89000 19263.28 WELDED STUD, 19 mm x 100 mm | | | 0086 711-90275 1292.000 EACH| 3.50000 4522.00| 2.90000 3746.80| 4.61000 5956.12 WELDED STUD, 19 mm x 150 mm | | | 0087 715-01662 450.000 m | 20.00000 9000.00| 27.50000 12375.00| 15.25000 6862.50 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0088 715-03419 81.900 m3 | 30.00000 2457.00| 35.49000 2906.63| 47.10000 3857.49 FILL, CRUSHED STONE | | | 0089 715-91361 14.040 m | 15.00000 210.60| 66.41000 932.40| 139.39000 1957.04 PIPE, PVC, 150 mm | | | 0090 724-51925 277.970 m | 275.00000 76441.75| 321.36000 89328.44| 460.49000 128002.41 STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 35-1339168 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 726-93267 29.000 EACH| 400.00000 11600.00| 579.38000 16802.02| 516.50000 14978.50 BEARING ASSEMBLY, A | | | 0092 726-93268 37.000 EACH| 425.00000 15725.00| 598.38000 22140.06| 559.50000 20701.50 BEARING ASSEMBLY, B | | | 0093 726-93269 15.000 EACH| 475.00000 7125.00| 704.60000 10569.00| 616.50000 9247.50 BEARING ASSEMBLY, C | | | 0094 726-93270 15.000 EACH| 475.00000 7125.00| 720.42000 10806.30| 628.50000 9427.50 BEARING ASSEMBLY, D | | | 0095 726-96576 48.000 EACH| 625.00000 30000.00| 928.65000 44575.20| 761.50000 36552.00 BEARING ASSEMBLY, FIXED TYPE A | | | 0096 726-96576 24.000 EACH| 1100.00000 26400.00| 1823.18000 43756.32| 1233.00000 29592.00 BEARING ASSEMBLY, FIXED TYPE B | | | 0097 728-98377 LUMP| 5000.00000 5000.00| 6600.00000 6600.00| 6600.00000 6600.00 MASONRY COATING , STR NO 1 | | | 0098 728-98377 LUMP| 5000.00000 5000.00| 8664.00000 8664.00| 8664.00000 8664.00 MASONRY COATING , STR NO 2 | | | 0099 728-98377 LUMP| 5000.00000 5000.00| 5600.00000 5600.00| 5600.00000 5600.00 MASONRY COATING , STR NO 3 | | | 0100 728-98377 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 7500.00000 7500.00 MASONRY COATING , STR NO 4 | | | 0101 728-98377 LUMP| 5000.00000 5000.00| 5700.00000 5700.00| 5700.00000 5700.00 MASONRY COATING , STR NO 5 | | | 0102 801-01093 20.000 EACH| 1100.00000 22000.00| 1100.00000 22000.00| 1100.00000 22000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0103 801-04627 125.000 DAY | 250.00000 31250.00| 321.34000 40167.50| 288.00000 36000.00 WATCHMAN | | | 0104 801-06606 69.000 EACH| 56.00000 3864.00| 56.00000 3864.00| 56.00000 3864.00 BARRICADE, IIIB | | | 0105 801-06640 156.000 EACH| 31.50000 4914.00| 31.50000 4914.00| 31.50000 4914.00 CONSTRUCTION SIGN, A | | | 0106 801-06645 179.000 EACH| 10.00000 1790.00| 10.00000 1790.00| 10.00000 1790.00 CONSTRUCTION SIGN, B | | | 0107 801-06710 550.000 DAY | 10.00000 5500.00| 10.00000 5500.00| 10.00000 5500.00 FLASHING ARROW SIGN | | | 0108 801-06775 LUMP| 85000.00000 85000.00| 128954.92000 128954.92| 145629.84000 145629.84 MAINTAINING TRAFFIC | | | 0109 804-06725 16.000 EACH| 15.00000 240.00| 15.00000 240.00| 15.00000 240.00 DELINEATOR WITH POST, D1, 75 mm | | | 0110 807-04557 1.000 EACH| 2500.00000 2500.00| 250.00000 250.00| 1600.00000 1600.00 POLE, WOOD, 4, 10.7m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 35-1339168 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-75007 2797.000 m | 0.60000 1678.20| 0.60000 1678.20| 0.60000 1678.20 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0112 808-75047 2806.000 m | 0.60000 1683.60| 0.60000 1683.60| 0.60000 1683.60 LINE, PAINT, SOLID, YELLOW, 150 mm | | | SECTION TOTALS | $ 3,085,960.39| $ 3,252,527.93| $ 3,279,584.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,085,960.39| $ 3,252,527.93| $ 3,279,584.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |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 10.000 MOS | 1125.00000 11250.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 18800.00000 18800.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 164000.00000 164000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| | CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 18000.00000 18000.00| | CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 20000.00000 20000.00| | CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 201-52370 LUMP| 18000.00000 18000.00| | CLEARING RIGHT OF WAY , STR NO 4 | | | 0008 201-52370 LUMP| 20000.00000 20000.00| | CLEARING RIGHT OF WAY , STR NO 5 | | | 0009 202-02241 1696.000 m | 9.00000 15264.00| | GUARDRAIL, REMOVE | | | 0010 202-03135 5.750 m2 | 25.00000 143.75| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0011 202-51328 LUMP| 95000.00000 95000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0012 202-51328 LUMP| 105000.00000 105000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0013 202-51328 LUMP| 77500.00000 77500.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0014 202-51328 LUMP| 88500.00000 88500.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0015 202-51328 LUMP| 75000.00000 75000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0016 202-60820 15693.900 m2 | 1.22000 19146.56| | SURFACE MILLING, ASPHALT | | | 0017 202-91206 9.000 EACH| 2850.00000 25650.00| | G.R.E.A.T. UNIT AND BACK UP WALL, REMOVE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 202-91385 20.000 EACH| 225.00000 4500.00| | INLET, REMOVE | | | 0019 203-02000 1087.600 m3 | 17.41000 18935.12| | EXCAVATION, COMMON | | | 0020 211-02060 126.600 m3 | 22.01000 2786.47| | B BORROW FOR STRUCTURE BACKFILL | | | 0021 213-52830 44.900 m3 | 60.00000 2694.00| | FLOWABLE MORTAR | | | 0022 303-04075 63.600 Mg | 16.40000 1043.04| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0023 303-52308 1514.300 Mg | 17.04000 25803.67| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 401-05467 5410.000 m | 0.50000 2705.00| | MILLED HMA CORRUGATIONS | | | 0025 402-05468 194.200 Mg | 70.50000 13691.10| | HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05474 1037.700 Mg | 47.60000 49394.52| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 2331.200 Mg | 33.45000 77978.64| | HMA SURFACE 9.5 mm, MAINLINE | | | 0028 406-05520 3.800 Mg | 200.00000 760.00| | ASPHALT FOR TACK COAT | | | 0029 501-05180 564.500 m2 | 46.57000 26288.77| | CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0030 601-01128 5.000 EACH| 1050.00000 5250.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0031 601-01522 15.000 EACH| 1150.00000 17250.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01700 2.000 EACH| 1650.00000 3300.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 MODIFIED | | | 0033 601-01846 2.000 EACH| 1550.00000 3100.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-01846 2.000 EACH| 1550.00000 3100.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 MODIFIED | | | 0035 601-02103 15.500 m | 48.00000 744.00| | GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0036 601-06037 16.000 EACH| 500.00000 8000.00| | GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 601-06233 9.000 EACH| 6300.00000 56700.00| | IMPACT ATTENUATOR, ED, W1, 110 km/h | | | 0038 601-94689 10.000 EACH| 3050.00000 30500.00| | GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 2401.940 m | 28.00000 67254.32| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 601-99123 10.000 EACH| 1750.00000 17500.00| | GUARDRAIL TRANSITION, GP | | | 0041 602-06729 96.000 EACH| 6.00000 576.00| | BARRIER DELINEATOR | | | 0042 603-01891 20.000 EACH| 260.00000 5200.00| | FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | 0043 603-06040 250.000 m | 38.00000 9500.00| | FENCE, FARM FIELD, 1190 mm | | | 0044 603-06045 929.000 m | 33.00000 30657.00| | FENCE, CHAIN LINK, 1220 mm | | | 0045 603-98339 84.000 m | 26.00000 2184.00| | FENCE, CHAIN LINK, 1820 mm, TEMPORARY | | | 0046 616-02320 9667.600 m2 | 1.81000 17498.36| | GEOTEXTILES | | | 0047 616-06405 3618.400 Mg | 50.00000 180920.00| | RIPRAP, REVETMENT | | | 0048 619-04414 12.000 EACH| 250.00000 3000.00| | DRAIN EXTENSION | | | 0049 619-51859 LUMP| 24400.00000 24400.00| | PAINT STEEL BRIDGE , STR NO 1 | | | 0050 619-51859 LUMP| 40000.00000 40000.00| | PAINT STEEL BRIDGE , STR NO 2 | | | 0051 619-51859 LUMP| 20700.00000 20700.00| | PAINT STEEL BRIDGE , STR NO 3 | | | 0052 619-51859 LUMP| 25500.00000 25500.00| | PAINT STEEL BRIDGE , STR NO 4 | | | 0053 619-51859 LUMP| 15800.00000 15800.00| | PAINT STEEL BRIDGE , STR NO 5 | | | 0054 619-61000 LUMP| 37000.00000 37000.00| | CLEAN STEEL BRIDGE , STR NO 1 | | | 0055 619-61000 LUMP| 51250.00000 51250.00| | CLEAN STEEL BRIDGE , STR NO 2 | | | 0056 619-61000 LUMP| 29000.00000 29000.00| | CLEAN STEEL BRIDGE , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 619-61000 LUMP| 37000.00000 37000.00| | CLEAN STEEL BRIDGE , STR NO 4 | | | 0058 619-61000 LUMP| 25000.00000 25000.00| | CLEAN STEEL BRIDGE , STR NO 5 | | | 0059 619-93423 LUMP| 4000.00000 4000.00| | POLLUTION CONTROL , STR NO 1 | | | 0060 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR NO 2 | | | 0061 619-93423 LUMP| 4000.00000 4000.00| | POLLUTION CONTROL , STR NO 3 | | | 0062 619-93423 LUMP| 4000.00000 4000.00| | POLLUTION CONTROL , STR NO 4 | | | 0063 619-93423 LUMP| 3000.00000 3000.00| | POLLUTION CONTROL , STR NO 5 | | | 0064 702-51110 1045.200 kg | 5.50000 5748.60| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 702-51863 862.000 EACH| 9.35000 8059.70| | FIELD DRILLED HOLE IN CONCRETE | | | 0066 702-90915 121.200 m3 | 500.00000 60600.00| | CONCRETE, A | | | 0067 702-93722 1109.800 m3 | 500.00000 554900.00| | CONCRETE, C | | | 0068 703-51032 178860.000 kg | 1.21000 216420.60| | REINFORCING STEEL, EPOXY COATED | | | 0069 706-01619 5.000 EACH| 1000.00000 5000.00| | CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0070 706-05734 15.000 EACH| 1000.00000 15000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0071 706-51020 274.900 m3 | 365.00000 100338.50| | CONCRETE, C, RAILING | | | 0072 708-51813 30.000 m2 | 300.00000 9000.00| | PNEUMATICALLY PLACED MORTAR | | | 0073 708-51814 30.000 m2 | 30.00000 900.00| | WELDED STEEL WIRE FABRIC | | | 0074 709-51821 LUMP| 8600.00000 8600.00| | SURFACE SEAL , STR NO 1 | | | 0075 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL , STR NO 2 | | | 0076 709-51821 LUMP| 7000.00000 7000.00| | SURFACE SEAL , STR NO 3 | | | 0077 709-51821 LUMP| 8300.00000 8300.00| | SURFACE SEAL , STR NO 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 709-51821 LUMP| 6400.00000 6400.00| | SURFACE SEAL , STR NO 5 | | | 0079 711-51035 5573.000 kg | 6.84000 38119.32| | STRUCTURAL STEEL | | | 0080 711-51877 LUMP| 16450.00000 16450.00| | JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0081 711-51877 LUMP| 26950.00000 26950.00| | JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0082 711-51877 LUMP| 16450.00000 16450.00| | JACKING AND SUPPORTING BEAMS , STR NO 3 | | | 0083 711-51877 LUMP| 16450.00000 16450.00| | JACKING AND SUPPORTING BEAMS , STR NO 4 | | | 0084 711-51877 LUMP| 16450.00000 16450.00| | JACKING AND SUPPORTING BEAMS , STR NO 5 | | | 0085 711-90274 4952.000 EACH| 2.15000 10646.80| | WELDED STUD, 19 mm x 100 mm | | | 0086 711-90275 1292.000 EACH| 4.50000 5814.00| | WELDED STUD, 19 mm x 150 mm | | | 0087 715-01662 450.000 m | 15.50000 6975.00| | PIPE CLEANING, 300mm TO 1200mm DIA | | | 0088 715-03419 81.900 m3 | 31.06000 2543.81| | FILL, CRUSHED STONE | | | 0089 715-91361 14.040 m | 150.00000 2106.00| | PIPE, PVC, 150 mm | | | 0090 724-51925 277.970 m | 350.00000 97289.50| | STRUCTURAL EXPANSION JOINT, SS | | | 0091 726-93267 29.000 EACH| 375.00000 10875.00| | BEARING ASSEMBLY, A | | | 0092 726-93268 37.000 EACH| 420.00000 15540.00| | BEARING ASSEMBLY, B | | | 0093 726-93269 15.000 EACH| 475.00000 7125.00| | BEARING ASSEMBLY, C | | | 0094 726-93270 15.000 EACH| 490.00000 7350.00| | BEARING ASSEMBLY, D | | | 0095 726-96576 48.000 EACH| 930.00000 44640.00| | BEARING ASSEMBLY, FIXED TYPE A | | | 0096 726-96576 24.000 EACH| 1540.00000 36960.00| | BEARING ASSEMBLY, FIXED TYPE B | | | 0097 728-98377 LUMP| 7500.00000 7500.00| | MASONRY COATING , STR NO 1 | | | 0098 728-98377 LUMP| 8800.00000 8800.00| | MASONRY COATING , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 540 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,191,029.05 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 540 CONTRACT ID : BT-23537-A COUNTIES : STEUBEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 728-98377 LUMP| 6200.00000 6200.00| | MASONRY COATING , STR NO 3 | | | 0100 728-98377 LUMP| 7800.00000 7800.00| | MASONRY COATING , STR NO 4 | | | 0101 728-98377 LUMP| 5400.00000 5400.00| | MASONRY COATING , STR NO 5 | | | 0102 801-01093 20.000 EACH| 1100.00000 22000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0103 801-04627 125.000 DAY | 250.00000 31250.00| | WATCHMAN | | | 0104 801-06606 69.000 EACH| 56.00000 3864.00| | BARRICADE, IIIB | | | 0105 801-06640 156.000 EACH| 31.50000 4914.00| | CONSTRUCTION SIGN, A | | | 0106 801-06645 179.000 EACH| 10.00000 1790.00| | CONSTRUCTION SIGN, B | | | 0107 801-06710 550.000 DAY | 10.00000 5500.00| | FLASHING ARROW SIGN | | | 0108 801-06775 LUMP| 54975.00000 54975.00| | MAINTAINING TRAFFIC | | | 0109 804-06725 16.000 EACH| 15.00000 240.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0110 807-04557 1.000 EACH| 950.00000 950.00| | POLE, WOOD, 4, 10.7m | | | 0111 808-75007 2797.000 m | 0.60000 1678.20| | LINE, PAINT, SOLID, WHITE, 150 mm | | | 0112 808-75047 2806.000 m | 0.60000 1683.60| | LINE, PAINT, SOLID, YELLOW, 150 mm | | | SECTION TOTALS | $ 3,365,264.95| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,365,264.95| | ====================================================================================================================================