INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 361,192.06 ROUTE : TOLL ROAD CALL ORDER : 240 CONTRACT ID : RT-23550-B COUNTIES : VARIOUS LETTING DATE : 04/20/99 10:00 AM DISTRICT : TOLL ROAD DIVISION CONTRACT TIME : 06/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 38-2058318 ARNT ASPHALT SEALING, INC. $ 287,866.63 100.0000% 2 37-1215990 HUFF SEALING CORPORATION $ 496,421.04 172.4482% ==================================================================================================================================== |(1) 38-2058318 |(2) 37-1215990 | |ARNT ASPHALT SEALING, INC. |HUFF SEALING CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SERVICE AREA LOT SEALING | | | 0001 110-01001 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 407-04347 553403.440 m2 | 0.47500 262866.63| 0.84210 466021.04| SEAL COAT, 1 | | | 0003 801-06775 LUMP| 15000.00000 15000.00| 5400.00000 5400.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 287,866.63| $ 496,421.04| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 287,866.63| $ 496,421.04| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,328,560.53 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 490 CONTRACT ID : BT-23361-A COUNTIES : STEUBEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : TOLL ROAD DIVISION CONTRACT TIME : 190 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : NONE NONE NONE SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 5,367,227.71 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION COMPANY, INC. $ 5,606,186.41 104.4521% 3 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 6,128,210.84 114.1783% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 34-4272670 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATIONS | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| 2266.24000 22662.40| 2500.00000 25000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| 75000.00000 75000.00| 46500.00000 46500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 270000.00000 270000.00| 300000.00000 300000.00| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 500.00000 500.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 500.00000 500.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 202-01667 4.000 EACH| 500.00000 2000.00| 325.00000 1300.00| 250.00000 1000.00 SIGN AND SUPPORTS, WOOD POSTS, REMOVE | | | 0008 202-02240 4545.000 m2 | 7.30000 33178.50| 6.57000 29860.65| 8.80000 39996.00 PAVEMENT, REMOVE | | | 0009 202-02241 1603.190 m | 3.00000 4809.57| 3.00000 4809.57| 3.00000 4809.57 GUARDRAIL, REMOVE | | | 0010 202-02271 15.000 EACH| 77.00000 1155.00| 103.40000 1551.00| 140.00000 2100.00 HEADWALL, REMOVE | | | 0011 202-51328 LUMP| 180000.00000 180000.00| 193444.03000 193444.03| 83000.00000 83000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0012 202-51328 LUMP| 200000.00000 200000.00| 200000.00000 200000.00| 112000.00000 112000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,328,560.53 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 490 CONTRACT ID : BT-23361-A COUNTIES : STEUBEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 34-4272670 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51328 LUMP| 240000.00000 240000.00| 300000.00000 300000.00| 131500.00000 131500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0014 202-60820 7765.000 m2 | 4.00000 31060.00| 3.76000 29196.40| 2.70000 20965.50 SURFACE MILLING, ASPHALT | | | 0015 202-99187 488.000 m | 6.00000 2928.00| 6.00000 2928.00| 6.00000 2928.00 FENCE, FARM FIELD, REMOVE | | | 0016 203-02000 7564.000 m3 | 8.00000 60512.00| 8.47000 64067.08| 19.00000 143716.00 EXCAVATION, COMMON | | | 0017 203-02070 1095.000 m3 | 14.00000 15330.00| 9.24000 10117.80| 5.00000 5475.00 BORROW | | | 0018 205-02224 1700.000 m | 5.58000 9486.00| 5.58000 9486.00| 5.58000 9486.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 205-02234 9.000 EACH| 80.00000 720.00| 80.00000 720.00| 80.00000 720.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 205-02236 1.000 EACH| 80.00000 80.00| 80.00000 80.00| 80.00000 80.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 206-51225 1673.000 m3 | 20.00000 33460.00| 9.66000 16161.18| 15.00000 25095.00 EXCAVATION, DRY | | | 0022 206-51230 388.000 m3 | 14.00000 5432.00| 10.41000 4039.08| 31.00000 12028.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 211-02060 3273.000 m3 | 7.57000 24776.61| 22.33000 73086.09| 35.00000 114555.00 B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 4641.000 Mg | 11.50000 53371.50| 15.18000 70450.38| 17.00000 78897.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 304-04403 535.000 m3 | 86.00000 46010.00| 42.17000 22560.95| 49.00000 26215.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0026 305-05206 68.000 Mg | 50.00000 3400.00| 57.09000 3882.12| 65.00000 4420.00 WIDENING WITH HMA | | | 0027 401-05467 1350.000 m | 6.00000 8100.00| 2.47000 3334.50| 5.25000 7087.50 MILLED HMA CORRUGATIONS | | | 0028 402-05468 340.000 Mg | 50.00000 17000.00| 50.00000 17000.00| 34.00000 11560.00 HMA BASE 25.0 mm, MAINLINE | | | 0029 402-05473 1214.000 Mg | 30.00000 36420.00| 30.00000 36420.00| 37.00000 44918.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0030 402-05479 705.000 Mg | 43.00000 30315.00| 43.00000 30315.00| 46.00000 32430.00 HMA SURFACE 12.5 mm, MAINLINE | | | 0031 402-05481 862.000 Mg | 50.00000 43100.00| 50.00000 43100.00| 33.00000 28446.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,328,560.53 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 490 CONTRACT ID : BT-23361-A COUNTIES : STEUBEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 34-4272670 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 402-05486 442.000 Mg | 30.00000 13260.00| 30.00000 13260.00| 41.00000 18122.00 HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0033 402-05492 685.000 Mg | 43.00000 29455.00| 43.00000 29455.00| 40.00000 27400.00 HMA SURFACE 12.5 mm, SHOULDER | | | 0034 405-05518 9560.000 m2 | 0.23000 2198.80| 0.23000 2198.80| 0.25000 2390.00 ASPHALT FOR PRIME COAT | | | 0035 406-05520 5.000 Mg | 215.00000 1075.00| 215.00000 1075.00| 200.00000 1000.00 ASPHALT FOR TACK COAT | | | 0036 406-05521 3400.000 m2 | 0.19000 646.00| 0.19000 646.00| 0.20000 680.00 ASPHALT FOR TACK COAT | | | 0037 501-05090 1754.000 m2 | 65.00000 114010.00| 33.82000 59320.28| 50.00000 87700.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0038 501-05182 2614.000 m2 | 42.00000 109788.00| 39.12000 102259.68| 45.00000 117630.00 CEMENT CONCRETE PAVEMENT, PLAIN, 300 mm | | | 0039 501-05240 525.000 m | 20.00000 10500.00| 24.08000 12642.00| 20.00000 10500.00 CONTRACTION JOINT, D1 | | | 0040 501-05310 86.400 m | 320.00000 27648.00| 228.53000 19744.99| 447.00000 38620.80 TERMINAL JOINT | | | 0041 601-01522 19.000 EACH| 1150.00000 21850.00| 1150.00000 21850.00| 1150.00000 21850.00 GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-02205 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 900.00000 900.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0043 601-02206 20.955 m | 25.99000 544.62| 25.99000 544.62| 25.98000 544.41 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0044 601-04746 2.000 EACH| 4700.00000 9400.00| 4700.00000 9400.00| 4700.00000 9400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0045 601-05585 1.000 EACH| 1650.00000 1650.00| 1650.00000 1650.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0046 601-06035 195.000 m | 39.99000 7798.05| 39.99000 7798.05| 39.99000 7798.05 GUARDRAIL, RESET | | | 0047 601-06037 7.000 EACH| 550.00000 3850.00| 550.00000 3850.00| 550.00000 3850.00 GUARDRAIL END TREATMENT, I | | | 0048 601-94690 1.000 EACH| 3250.00000 3250.00| 3250.00000 3250.00| 3250.00000 3250.00 GUARDRAIL END TREATMENT, MS | | | 0049 601-97080 1.000 EACH| 2900.00000 2900.00| 2900.00000 2900.00| 2900.00000 2900.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0050 601-99105 1245.870 m | 27.85000 34697.48| 27.85000 34697.48| 27.85000 34697.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,328,560.53 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 490 CONTRACT ID : BT-23361-A COUNTIES : STEUBEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 34-4272670 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 601-99108 396.240 m | 49.29000 19530.67| 49.29000 19530.67| 49.29000 19530.67 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0052 601-99123 8.000 EACH| 1850.00000 14800.00| 1850.00000 14800.00| 1850.00000 14800.00 GUARDRAIL TRANSITION, GP | | | 0053 602-06646 5461.000 m | 42.50000 232092.50| 43.50000 237553.50| 45.00000 245745.00 TEMPORARY CONCRETE BARRIER | | | 0054 602-06729 40.000 EACH| 7.00000 280.00| 7.00000 280.00| 7.00000 280.00 BARRIER DELINEATOR | | | 0055 603-06040 488.000 m | 28.00000 13664.00| 28.00000 13664.00| 28.00000 13664.00 FENCE, FARM FIELD, 1190 mm | | | 0056 605-94082 7.000 EACH| 250.00000 1750.00| 420.29000 2942.03| 400.00000 2800.00 CURB TURNOUT, CONCRETE | | | 0057 610-05527 2080.000 Mg | 30.00000 62400.00| 33.26000 69180.80| 33.00000 68640.00 HMA FOR APPROACHES | | | 0058 611-52817 1.000 EACH| 17000.00000 17000.00| 4523.95000 4523.95| 18000.00000 18000.00 TEMPORARY CROSSOVER, B | | | 0059 616-02320 6116.000 m2 | 1.60000 9785.60| 2.21000 13516.36| 1.50000 9174.00 GEOTEXTILES | | | 0060 616-06405 5963.000 Mg | 24.00000 143112.00| 20.13000 120035.19| 20.00000 119260.00 RIPRAP, REVETMENT | | | 0061 616-06451 565.000 Mg | 27.00000 15255.00| 20.43000 11542.95| 25.00000 14125.00 RIPRAP, UNIFORM | | | 0062 621-01004 7.000 EACH| 950.00000 6650.00| 950.00000 6650.00| 950.00000 6650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-06545 1.850 Mg | 590.00000 1091.50| 590.00000 1091.50| 590.00000 1091.50 FERTILIZER | | | 0064 621-06548 25.000 kg | 44.00000 1100.00| 44.00000 1100.00| 44.00000 1100.00 SEED MIXTURE, CV | | | 0065 621-06553 380.000 kg | 380.00000 144400.00| 7.95000 3021.00| 7.95000 3021.00 SEED MIXTURE, R | | | 0066 621-06565 9.300 Mg | 455.00000 4231.50| 455.00000 4231.50| 455.00000 4231.50 MULCHING MATERIAL | | | 0067 621-06567 6.400 kL | 0.55000 3.52| 0.55000 3.52| 0.55000 3.52 WATER | | | 0068 621-06574 335.000 m2 | 8.00000 2680.00| 8.00000 2680.00| 8.00000 2680.00 SODDING | | | 0069 701-51195 1249.000 m | 84.00000 104916.00| 75.91000 94811.59| 80.00000 99920.00 PILE, STEEL H, HP 310 X 79 | | | 0070 701-98647 2233.600 m | 72.00000 160819.20| 80.95000 180809.92| 80.00000 178688.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 490 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,328,560.53 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 490 CONTRACT ID : BT-23361-A COUNTIES : STEUBEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 34-4272670 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 702-51005 1074.600 m3 | 330.00000 354618.00| 509.26000 547250.80| 725.00000 779085.00 CONCRETE, A, SUBSTRUCTURE | | | 0072 702-51015 453.400 m3 | 330.00000 149622.00| 160.11000 72593.87| 200.00000 90680.00 CONCRETE, B, FOOTINGS | | | 0073 703-51030 64435.000 kg | 1.05000 67656.75| 0.96000 61857.60| 1.10000 70878.50 REINFORCING STEEL | | | 0074 703-51032 295257.000 kg | 1.15000 339545.55| 1.11000 327735.27| 1.30000 383834.10 REINFORCING STEEL, EPOXY COATED | | | 0075 704-51002 1382.400 m3 | 400.00000 552960.00| 413.30000 571345.92| 550.00000 760320.00 CONCRETE, C, SUPERSTRUCTURE WITH | | | MICROSILICA | | | 0076 706-05734 24.000 EACH| 1200.00000 28800.00| 636.80000 15283.20| 1575.00000 37800.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0077 706-51020 186.200 m3 | 335.00000 62377.00| 274.62000 51134.24| 450.00000 83790.00 CONCRETE, C, RAILING | | | 0078 707-51045 LUMP| 75000.00000 75000.00| 100000.00000 100000.00| 110000.00000 110000.00 CONCRETE STRUCTURAL MEMBERS , STR NO 1 | | | 0079 707-51045 LUMP| 150000.00000 150000.00| 175000.00000 175000.00| 210000.00000 210000.00 CONCRETE STRUCTURAL MEMBERS , STR NO 2 | | | 0080 707-51045 LUMP| 200000.00000 200000.00| 225000.00000 225000.00| 280000.00000 280000.00 CONCRETE STRUCTURAL MEMBERS , STR NO 3 | | | 0081 708-51813 270.000 m2 | 45.00000 12150.00| 400.00000 108000.00| 500.00000 135000.00 PNEUMATICALLY PLACED MORTAR | | | 0082 708-51814 270.000 m2 | 2.50000 675.00| 22.00000 5940.00| 41.00000 11070.00 WELDED STEEL WIRE FABRIC | | | 0083 709-51821 LUMP| 8000.00000 8000.00| 9881.10000 9881.10| 7790.00000 7790.00 SURFACE SEAL , STR NO 1 | | | 0084 709-51821 LUMP| 14000.00000 14000.00| 13878.60000 13878.60| 13820.00000 13820.00 SURFACE SEAL , STR NO 2 | | | 0085 709-51821 LUMP| 16500.00000 16500.00| 17746.60000 17746.60| 16340.00000 16340.00 SURFACE SEAL , STR NO 3 | | | 0086 711-91378 1442.000 EACH| 6.00000 8652.00| 4.95000 7137.90| 20.00000 28840.00 FIELD DRILLED HOLE IN CONCRETE, 25 mm | | | 0087 715-02244 1.000 EACH| 800.00000 800.00| 794.84000 794.84| 1000.00000 1000.00 PIPE END SECTION, 1200 mm | | | 0088 715-02935 254.000 m | 24.00000 6096.00| 30.08000 7640.32| 18.00000 4572.00 PIPE, PVC, OUTLET, 150 mm | | | 0089 715-05048 724.000 m | 14.00000 10136.00| 5.54000 4010.96| 10.00000 7240.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0090 715-05119 214.500 m | 52.00000 11154.00| 66.09000 14176.31| 62.00000 13299.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 490 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,328,560.53 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 490 CONTRACT ID : BT-23361-A COUNTIES : STEUBEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 34-4272670 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 715-05123 51.500 m | 121.00000 6231.50| 87.87000 4525.31| 125.00000 6437.50 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0092 715-05128 74.000 m | 220.00000 16280.00| 206.53000 15283.22| 210.00000 15540.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0093 715-05149 17.000 m | 50.00000 850.00| 63.21000 1074.57| 75.00000 1275.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0094 715-05161 101.000 m | 250.00000 25250.00| 262.85000 26547.85| 222.00000 22422.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0095 715-05407 307.000 m | 1.50000 460.50| 2.92000 896.44| 30.00000 9210.00 PIPE, END BENT DRAIN, 150 mm | | | 0096 715-46000 1.000 EACH| 200.00000 200.00| 116.84000 116.84| 300.00000 300.00 PIPE END SECTION, 300 mm | | | 0097 715-46005 3.000 EACH| 200.00000 600.00| 133.83000 401.49| 400.00000 1200.00 PIPE END SECTION, 375 mm | | | 0098 718-02569 167.000 m3 | 56.00000 9352.00| 31.24000 5217.08| 25.00000 4175.00 AGGREGATE FOR UNDERDRAINS, 11 | | | 0099 718-04881 24.000 EACH| 180.00000 4320.00| 150.70000 3616.80| 165.00000 3960.00 OUTLET PROTECTOR, B | | | 0100 718-99153 1159.000 m2 | 1.80000 2086.20| 1.14000 1321.26| 1.25000 1448.75 GEOTEXTILES FOR UNDERDRAIN | | | 0101 720-94612 1.000 EACH| 3000.00000 3000.00| 2538.59000 2538.59| 4000.00000 4000.00 MANHOLE, K4 | | | 0102 720-94906 1.000 EACH| 1700.00000 1700.00| 1073.29000 1073.29| 2000.00000 2000.00 INLET, X5 | | | 0103 728-98377 LUMP| 14000.00000 14000.00| 11170.24000 11170.24| 19000.00000 19000.00 MASONRY COATING , STR NO 1 | | | 0104 728-98377 LUMP| 25000.00000 25000.00| 17531.01000 17531.01| 32000.00000 32000.00 MASONRY COATING , STR NO 2 | | | 0105 728-98377 LUMP| 30000.00000 30000.00| 26135.94000 26135.94| 39000.00000 39000.00 MASONRY COATING , STR NO 3 | | | 0106 730-02407 2.000 EACH| 1100.00000 2200.00| 2239.30000 4478.60| 2800.00000 5600.00 SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0107 730-03475 5.000 EACH| 600.00000 3000.00| 442.20000 2211.00| 450.00000 2250.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0108 730-03476 2.000 EACH| 900.00000 1800.00| 705.20000 1410.40| 800.00000 1600.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0109 801-01093 19.000 EACH| 2050.00000 38950.00| 2050.00000 38950.00| 2050.00000 38950.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0110 801-03290 1.000 EACH| 1595.00000 1595.00| 1595.00000 1595.00| 1595.00000 1595.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 490 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,328,560.53 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 490 CONTRACT ID : BT-23361-A COUNTIES : STEUBEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 34-4272670 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 801-04308 11.000 EACH| 419.00000 4609.00| 419.00000 4609.00| 419.00000 4609.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-04627 150.000 DAY | 350.00000 52500.00| 455.70000 68355.00| 325.00000 48750.00 WATCHMAN | | | 0113 801-06605 28.000 EACH| 160.00000 4480.00| 160.00000 4480.00| 160.00000 4480.00 BARRICADE, IIIA | | | 0114 801-06606 25.000 EACH| 206.00000 5150.00| 206.00000 5150.00| 206.00000 5150.00 BARRICADE, IIIB | | | 0115 801-06625 14.000 EACH| 253.00000 3542.00| 253.00000 3542.00| 253.00000 3542.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0116 801-06640 100.000 EACH| 138.00000 13800.00| 138.00000 13800.00| 138.00000 13800.00 CONSTRUCTION SIGN, A | | | 0117 801-06643 22705.000 m | 3.41000 77424.05| 3.41000 77424.05| 3.41000 77424.05 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0118 801-06644 19200.000 m | 3.41000 65472.00| 3.41000 65472.00| 3.41000 65472.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0119 801-06645 28.000 EACH| 67.00000 1876.00| 67.00000 1876.00| 67.00000 1876.00 CONSTRUCTION SIGN, B | | | 0120 801-06710 1000.000 DAY | 10.00000 10000.00| 10.00000 10000.00| 10.00000 10000.00 FLASHING ARROW SIGN | | | 0121 801-06775 LUMP| 72000.00000 72000.00| 75845.00000 75845.00| 70845.00000 70845.00 MAINTAINING TRAFFIC | | | 0122 801-96916 4635.000 m | 4.54000 21042.90| 4.54000 21042.90| 4.54000 21042.90 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 200 mm | | | 0123 802-94715 LUMP| 765.00000 765.00| 985.00000 985.00| 765.00000 765.00 SIGNS, SHEET, REMOVE AND RESET , STR NO | | | 2 | | | 0124 804-06771 52.000 EACH| 18.00000 936.00| 18.00000 936.00| 22.60000 1175.20 DELINEATOR POST, FLEXIBLE | | | 0125 808-06712 70.000 m | 0.18000 12.60| 0.18000 12.60| 0.25000 17.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0126 808-06713 1775.000 m | 0.18000 319.50| 0.18000 319.50| 0.24000 426.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0127 808-06714 1204.000 m | 0.18000 216.72| 0.18000 216.72| 0.25000 301.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0128 808-06716 1589.000 m | 2.14000 3400.46| 2.14000 3400.46| 1.50000 2383.50 LINE, REMOVE | | | 0129 808-75007 1425.000 m | 0.24000 342.00| 0.24000 342.00| 0.31000 441.75 LINE, PAINT, SOLID, WHITE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 490 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,328,560.53 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 490 CONTRACT ID : BT-23361-A COUNTIES : STEUBEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 34-4272670 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 808-75047 2314.000 m | 0.24000 555.36| 0.24000 555.36| 0.31000 717.34 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0131 808-75996 75.000 EACH| 20.00000 1500.00| 3.97000 297.75| 15.00000 1125.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0132 808-75998 75.000 EACH| 36.95000 2771.25| 36.95000 2771.25| 33.00000 2475.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0133 808-96075 825.000 m | 2.75000 2268.75| 2.75000 2268.75| 2.25000 1856.25 LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | SECTION TOTALS | $ 5,367,227.71| $ 5,606,186.41| $ 6,128,210.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,367,227.71| $ 5,606,186.41| $ 6,128,210.84 ====================================================================================================================================