1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MEADOWBROOK BRIDGE #2449.1 PROJECT(S) : U317-0079/00-121.32 00 LOCATION: CR 24, 2.06 MI N US 50 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1603251 BECDIR CONSTRUCTION COMPANY, INC. $ 3,897,754.37 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 4,014,000.00 102.9823% 3 25-1021993 TRUMBULL CORPORATION $ 4,031,966.75 103.4433% 4 55-0609442 MEC CONSTRUCTION, INC. $ 4,193,206.42 107.5800% 5 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 4,318,132.56 110.7851% 6 34-0420560 NATIONAL ENGINEERING & CONTRACTING COMPANY $ 4,339,787.10 111.3407% 7 34-4272670 S. E. JOHNSON COMPANIES, INC. & SUBSIDIARIES $ 4,378,807.13 112.3417% 8 25-1100215 MOSITES CONSTRUCTION COMPANY $ 4,676,883.73 119.9891% 9 52-1038868 CORMAN CONSTRUCTION, INC. $ 5,166,828.33 132.5591% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1603251 |(2) 31-1316393 |(3) 25-1021993 |BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201001-000 1.000 LS | 15000.00000 15000.00| 107155.77000 107155.77| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 8000.00000 8000.00 DISMANTLING STRUCTURE (LIGHT POST) | | | 0015 204001-000 LUMP| 120000.00000 120000.00| 120400.00000 120400.00| 100000.00000 100000.00 MOBILIZATION | | | 0020 207001-001 3405.000 CY | 10.50000 35752.50| 20.00000 68100.00| 15.00000 51075.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 1623.000 CY | 42.00000 68166.00| 35.00000 56805.00| 35.00000 56805.00 SUBGRADE | | | 0030 207034-000 14194.000 SY | 0.85000 12064.90| 0.95000 13484.30| 1.25000 17742.50 FABRIC FOR SEPARATION | | | 0035 211001-000 62.000 CY | 62.00000 3844.00| 70.00000 4340.00| 15.00000 930.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 218007-000 9796.000 SY | 0.90000 8816.40| 1.05000 10285.80| 1.35000 13224.60 FABRIC FOR EROSION CONTROL | | | 0045 229001-000 0.750 MI | 1500.00000 1125.00| 5000.00000 3750.00| 4500.00000 3375.00 SHOULDER AND DITCH | | | 0050 240001-000 345.000 LF | 10.00000 3450.00| 5.50000 1897.50| 11.00000 3795.00 CLEAN CULVERT | | | 0055 307001-000 495.000 CY | 55.00000 27225.00| 40.00000 19800.00| 45.00000 22275.00 AGGREGATE BASE COURSE, CLASS I | | | 0060 311006-001 1163.000 CY | 68.00000 79084.00| 47.00000 54661.00| 55.00000 63965.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 10273.000 GA | 0.01000 102.73| 0.01000 102.73| 1.00000 10273.00 BITUMINOUS MATERIAL | | | 0070 409002-001 1329.000 GA | 0.01000 13.29| 1.25000 1661.25| 1.00000 1329.00 BITUMINOUS MATERIAL | | | 0075 501010-001 4.000 EA | 4600.00000 18400.00| 3550.00000 14200.00| 3000.00000 12000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0080 502001-012 542.000 SY | 175.00000 94850.00| 170.00000 92140.00| 145.00000 78590.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 506002-001 771.000 SY | 105.00000 80955.00| 105.00000 80955.00| 95.00000 73245.00 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0090 605004-001 1.000 EA | 1600.00000 1600.00| 1300.00000 1300.00| 2000.00000 2000.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1603251 |(2) 31-1316393 |(3) 25-1021993 |BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 605012-001 1.000 EA | 1300.00000 1300.00| 950.00000 950.00| 2000.00000 2000.00 ADJUST INLET TYPE G | | | 0100 605014-001 2.000 EA | 2000.00000 4000.00| 4000.00000 8000.00| 3000.00000 6000.00 MODIFIED INLET, TYPE H | | | 0105 606020-001 1235.000 LF | 7.00000 8645.00| 10.50000 12967.50| 8.50000 10497.50 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0110 606029-001 3277.000 LF | 7.00000 22939.00| 10.00000 32770.00| 7.50000 24577.50 FREE DRAINING BASE TRENCH | | | 0115 606030-001 211.000 LF | 10.00000 2110.00| 15.00000 3165.00| 15.00000 3165.00 OUTLET PIPE | | | 0120 607001-001 898.000 LF | 17.50000 15715.00| 12.20000 10955.60| 12.00000 10776.00 TYPE 1 GUARDRAIL, CLASS I | | | 0125 607006-001 6.000 EA | 825.00000 4950.00| 735.00000 4410.00| 725.00000 4350.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 607010-020 1039.000 LF | 1.00000 1039.00| 1.00000 1039.00| 0.50000 519.50 GUARDRAIL REMOVAL | | | 0135 607030-001 3.000 EA | 300.00000 900.00| 375.00000 1125.00| 370.00000 1110.00 SPECIAL TRAILING END TERMINAL | | | 0140 607065-001 2.000 EA | 1350.00000 2700.00| 1320.00000 2640.00| 1300.00000 2600.00 FLARED END TERMINAL | | | 0145 607067-001 1.000 EA | 3700.00000 3700.00| 4060.00000 4060.00| 4000.00000 4000.00 DOUBLE FACED END TERMINAL | | | 0150 609001-001 161.000 SY | 23.50000 3783.50| 35.00000 5635.00| 30.00000 4830.00 CONCRETE SIDEWALK | | | 0155 609002-001 27.000 CY | 45.00000 1215.00| 60.00000 1620.00| 70.00000 1890.00 BED COURSE MATERIAL | | | 0160 610005-004 12.000 LF | 72.00000 864.00| 51.00000 612.00| 50.00000 600.00 BITUMINOUS CURB, TYPE IV | | | 0165 610006-007 1139.000 LF | 135.00000 153765.00| 160.00000 182240.00| 185.00000 210715.00 MEDIAN, TYPE VII ,MODIFIED | | | 0170 610021-001 317.000 LF | 90.00000 28530.00| 92.00000 29164.00| 185.00000 58645.00 SINGLE FACED BARRIER | | | 0175 633003-001 38.000 CY | 52.50000 1995.00| 47.00000 1786.00| 50.00000 1900.00 DUMPED ROCK GUTTER | | | 0180 636007-001 10000.000 LF | 0.55000 5500.00| 0.56000 5600.00| 0.55000 5500.00 ERADICATION OF PAVEMENT MARKING | | | 0185 636008-001 11000.000 LF | 0.25000 2750.00| 0.26000 2860.00| 0.25000 2750.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0190 636009-001 27000.000 LF | 1.00000 27000.00| 1.00000 27000.00| 1.00000 27000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1603251 |(2) 31-1316393 |(3) 25-1021993 |BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 636011-001 19850.000 UN | 0.75000 14887.50| 0.86000 17071.00| 0.85000 16872.50 TRAFFIC CONTROL DEVICE | | | 0200 636012-010 6.000 EA | 300.00000 1800.00| 305.00000 1830.00| 300.00000 1800.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0205 636013-001 100.000 EA | 5.00000 500.00| 5.00000 500.00| 5.00000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0210 636014-001 1000.000 HR | 15.00000 15000.00| 33.50000 33500.00| 30.00000 30000.00 FLAGGER | | | 0215 636014-002 400.000 HR | 20.00000 8000.00| 38.00000 15200.00| 25.00000 10000.00 TRAFFIC DIRECTOR | | | 0220 636017-001 4220.000 LF | 8.00000 33760.00| 20.00000 84400.00| 13.00000 54860.00 TEMPORARY CONCRETE BARRIER | | | 0225 636018-001 1000.000 LF | 3.50000 3500.00| 5.00000 5000.00| 7.00000 7000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0230 636021-001 10.000 DA | 25.00000 250.00| 15.25000 152.50| 125.00000 1250.00 ELECTRIC ARROW | | | 0235 636022-001 360.000 DA | 75.00000 27000.00| 51.00000 18360.00| 125.00000 45000.00 CHANGAEBLE MESSAGE SIGN | | | 0240 636025-001 2200.000 DA | 1.40000 3080.00| 1.37000 3014.00| 1.45000 3190.00 WARNING LIGHTS, TYPE B | | | 0245 636025-001 2720.000 DA | 0.75000 2040.00| 0.51000 1387.20| 0.55000 1496.00 WARNING LIGHTS, TYPE C | | | 0250 636028-001 20.000 DA | 250.00000 5000.00| 20.00000 400.00| 450.00000 9000.00 SHADOW VEHICLE | | | 0255 639001-001 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0260 640006-001 16.000 MO | 700.00000 11200.00| 1450.00000 23200.00| 1200.00000 19200.00 SMALL FIELD OFFICE | | | 0265 640003-001 LUMP| 2500.00000 2500.00| 1800.00000 1800.00| 7500.00000 7500.00 BUILDING EQUIPMENT | | | 0270 640004-001 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0275 642014-001 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 10000.00000 10000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0280 663001-004 3800.000 LF | 0.35000 1330.00| 0.30000 1140.00| 0.30000 1140.00 EDGE LINE, TYPE II WHITE 8" | | | 0285 663001-004 7005.000 LF | 0.35000 2451.75| 0.30000 2101.50| 0.30000 2101.50 EDGE LINE, TYPE II YELLOW 8" | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1603251 |(2) 31-1316393 |(3) 25-1021993 |BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 663002-005 1425.000 LF | 0.55000 783.75| 0.51000 726.75| 0.50000 712.50 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 8" | | | 0295 663012-208 60.000 EA | 55.00000 3300.00| 51.00000 3060.00| 50.00000 3000.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0300 664001-008 4.000 EA | 6200.00000 24800.00| 15000.00000 60000.00| 6000.00000 24000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0305 664001-009 2.000 EA | 1500.00000 3000.00| 3000.00000 6000.00| 800.00000 1600.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0310 401001-011 AA1 9997.000 TN | 38.00000 379886.00| 36.00000 359892.00| 35.00000 349895.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0315 401001-012 AA2 8997.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0320 401001-011 AB1 3480.000 TN | 38.00000 132240.00| 40.60000 141288.00| 43.00000 149640.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0325 401001-012 AB2 3132.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0330 401007-001 AC1 240.000 TN | 47.50000 11400.00| 49.75000 11940.00| 50.00000 12000.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0335 401007-002 AC2 216.000 TN | | | SCRATCH COURSE, SLAG | | | 0340 401014-011 AD1 82.000 TN | 40.00000 3280.00| 75.00000 6150.00| 85.00000 6970.00 SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE I | | | 0345 401014-012 AD2 74.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE I | | | 0350 402001-011 AE1 1579.000 TN | 50.00000 78950.00| 49.75000 78555.25| 48.00000 75792.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0355 402001-012 AE2 1422.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0360 604001-020 AF1 12.000 LF | 80.00000 960.00| 150.00000 1800.00| 125.00000 1500.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, TPYE A7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1603251 |(2) 31-1316393 |(3) 25-1021993 |BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0365 604025-020 AF2 12.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | TYPE A7 | | | 0370 636002-001 AG1 200.000 TN | 20.00000 4000.00| 20.00000 4000.00| 25.00000 5000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0375 636002-002 AG2 180.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,654,248.32| $ 1,902,605.65| $ 1,833,069.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 BRIDGE NO.2449.1 | | | 0380 203001-000 LUMP| 350000.00000 350000.00| 200000.00000 200000.00| 250000.00000 250000.00 DISMANTLING STRUCTURE | | | 0385 212001-000 807.000 CY | 34.00000 27438.00| 45.00000 36315.00| 35.00000 28245.00 STRUCTURE EXCAVATION | | | 0390 212005-000 338.000 CY | 45.00000 15210.00| 55.00000 18590.00| 35.00000 11830.00 SELECT MATERIAL FOR BACKFILLING | | | 0395 218004-001 114.000 SY | 55.00000 6270.00| 25.00000 2850.00| 35.00000 3990.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0400 601002-001 211.000 CY | 550.00000 116050.00| 570.00000 120270.00| 800.00000 168800.00 CLASS B CONCRETE | | | 0405 601003-001 87.000 CY | 400.00000 34800.00| 420.00000 36540.00| 800.00000 69600.00 CLASS K CONCRETE | | | 0415 601031-001 145.000 LF | 41.00000 5945.00| 50.00000 7250.00| 20.00000 2900.00 EPOXY INJECTION CRACK REPAIR | | | 0420 602001-001 39567.000 LB | 1.15000 45502.05| 0.85000 33631.95| 0.95000 37588.65 REINFORCING STEEL BAR | | | 0425 602002-001 285444.000 LB | 1.00000 285444.00| 0.85000 242627.40| 1.00000 285444.00 EPOXY COATED REINFORCING STEEL BAR | | | 0430 615001-001 1.000 LS | 577000.00000 577000.00| 575000.00000 575000.00| 610000.00000 610000.00 STEEL SUPERSTRUCTURE | | | 0435 616004-006 835.000 LF | 40.00000 33400.00| 35.00000 29225.00| 40.00000 33400.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0440 616005-006 225.000 LF | 225.00000 50625.00| 120.00000 27000.00| 145.00000 32625.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0442 639001-001 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0445 601003-001 AH1 880.000 CY | | | CLASS K CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1603251 |(2) 31-1316393 |(3) 25-1021993 |BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 679002-001 AH1 164.000 CY | | | SPECIALIZED CONCRETE OVERLAY | | | 0452 679006-001 AH1 LUMP| | | TEST SLAB | | | 0455 601009-001 AH2 1026.000 CY | 560.00000 574560.00| 580.00000 595080.00| 500.00000 513000.00 CLASS H CONCRETE | | | 0456 601014-001 AH2 LUMP| 1000.00000 1000.00| 4500.00000 4500.00| 2500.00000 2500.00 TEST SLAB | | | SECTION TOTALS | $ 2,133,244.05| $ 1,933,879.35| $ 2,059,922.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 WATERLINE RELOCATION | | | 0461 639001-001 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0466 670004-222 240.000 LF | 32.00000 7680.00| 57.50000 13800.00| 50.00000 12000.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 0471 670009-120 1.000 EA | 500.00000 500.00| 640.00000 640.00| 250.00000 250.00 2 INCH GATE VALVE AND VALVE BOX | | | 0476 670009-220 4.000 EA | 1100.00000 4400.00| 1000.00000 4000.00| 600.00000 2400.00 8 INCH GATE VALVE AND VALVE BOX | | | 0481 670010-300 170.000 LF | 150.00000 25500.00| 200.00000 34000.00| 135.00000 22950.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 | | | SECTION TOTALS | $ 39,080.00| $ 54,940.00| $ 40,100.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 SANITARY SEWER RELOCATION | | | 0486 639001-001 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0491 675008-222 253.000 LF | 32.00000 8096.00| 85.00000 21505.00| 75.00000 18975.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE II | | | , CLASS | | | 0496 675008-242 247.000 LF | 38.00000 9386.00| 110.00000 27170.00| 100.00000 24700.00 10 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 50 | | | 0501 675021-300 170.000 LF | 150.00000 25500.00| 200.00000 34000.00| 135.00000 22950.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 | | | 0506 675021-340 170.000 LF | 160.00000 27200.00| 220.00000 37400.00| 175.00000 29750.00 20 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1603251 |(2) 31-1316393 |(3) 25-1021993 |BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 71,182.00| $ 122,575.00| $ 98,875.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,897,754.37| $ 4,014,000.00| $ 4,031,966.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0609442 |(5) 55-0487806 |(6) 34-0420560 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201001-000 1.000 LS | 260000.00000 260000.00| 57000.00000 57000.00| 75000.00000 75000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 24000.00000 24000.00| 3600.00000 3600.00| 10.00000 10.00 DISMANTLING STRUCTURE (LIGHT POST) | | | 0015 204001-000 LUMP| 67000.00000 67000.00| 116000.00000 116000.00| 130000.00000 130000.00 MOBILIZATION | | | 0020 207001-001 3405.000 CY | 10.00000 34050.00| 14.10000 48010.50| 11.00000 37455.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 1623.000 CY | 40.00000 64920.00| 39.50000 64108.50| 42.00000 68166.00 SUBGRADE | | | 0030 207034-000 14194.000 SY | 1.00000 14194.00| 1.00000 14194.00| 1.00000 14194.00 FABRIC FOR SEPARATION | | | 0035 211001-000 62.000 CY | 100.00000 6200.00| 52.00000 3224.00| 60.00000 3720.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 218007-000 9796.000 SY | 1.00000 9796.00| 1.00000 9796.00| 1.00000 9796.00 FABRIC FOR EROSION CONTROL | | | 0045 229001-000 0.750 MI | 2000.00000 1500.00| 7200.00000 5400.00| 2000.00000 1500.00 SHOULDER AND DITCH | | | 0050 240001-000 345.000 LF | 10.00000 3450.00| 18.50000 6382.50| 20.00000 6900.00 CLEAN CULVERT | | | 0055 307001-000 495.000 CY | 48.00000 23760.00| 52.00000 25740.00| 50.00000 24750.00 AGGREGATE BASE COURSE, CLASS I | | | 0060 311006-001 1163.000 CY | 64.50000 75013.50| 52.75000 61348.25| 65.00000 75595.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 10273.000 GA | 0.01000 102.73| 0.01000 102.73| 0.10000 1027.30 BITUMINOUS MATERIAL | | | 0070 409002-001 1329.000 GA | 0.01000 13.29| 1.12000 1488.48| 0.10000 132.90 BITUMINOUS MATERIAL | | | 0075 501010-001 4.000 EA | 3000.00000 12000.00| 9100.00000 36400.00| 3600.00000 14400.00 BRIDGE APPROACH EXPANSION JOINT | | | 0080 502001-012 542.000 SY | 138.00000 74796.00| 170.00000 92140.00| 160.00000 86720.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 506002-001 771.000 SY | 210.00000 161910.00| 110.00000 84810.00| 98.00000 75558.00 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0090 605004-001 1.000 EA | 2500.00000 2500.00| 1420.00000 1420.00| 2300.00000 2300.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0609442 |(5) 55-0487806 |(6) 34-0420560 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 605012-001 1.000 EA | 1520.00000 1520.00| 1200.00000 1200.00| 1000.00000 1000.00 ADJUST INLET TYPE G | | | 0100 605014-001 2.000 EA | 2510.00000 5020.00| 3350.00000 6700.00| 3400.00000 6800.00 MODIFIED INLET, TYPE H | | | 0105 606020-001 1235.000 LF | 12.00000 14820.00| 13.35000 16487.25| 18.00000 22230.00 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0110 606029-001 3277.000 LF | 6.00000 19662.00| 14.75000 48335.75| 11.00000 36047.00 FREE DRAINING BASE TRENCH | | | 0115 606030-001 211.000 LF | 12.50000 2637.50| 24.00000 5064.00| 15.00000 3165.00 OUTLET PIPE | | | 0120 607001-001 898.000 LF | 9.00000 8082.00| 13.50000 12123.00| 12.00000 10776.00 TYPE 1 GUARDRAIL, CLASS I | | | 0125 607006-001 6.000 EA | 800.00000 4800.00| 815.00000 4890.00| 725.00000 4350.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 607010-020 1039.000 LF | 1.00000 1039.00| 1.00000 1039.00| 0.50000 519.50 GUARDRAIL REMOVAL | | | 0135 607030-001 3.000 EA | 35.00000 105.00| 415.00000 1245.00| 375.00000 1125.00 SPECIAL TRAILING END TERMINAL | | | 0140 607065-001 2.000 EA | 1610.00000 3220.00| 1460.00000 2920.00| 4000.00000 8000.00 FLARED END TERMINAL | | | 0145 607067-001 1.000 EA | 4300.00000 4300.00| 4500.00000 4500.00| 1300.00000 1300.00 DOUBLE FACED END TERMINAL | | | 0150 609001-001 161.000 SY | 36.00000 5796.00| 54.00000 8694.00| 40.00000 6440.00 CONCRETE SIDEWALK | | | 0155 609002-001 27.000 CY | 60.00000 1620.00| 70.00000 1890.00| 70.00000 1890.00 BED COURSE MATERIAL | | | 0160 610005-004 12.000 LF | 75.00000 900.00| 56.00000 672.00| 70.00000 840.00 BITUMINOUS CURB, TYPE IV | | | 0165 610006-007 1139.000 LF | 171.00000 194769.00| 126.00000 143514.00| 155.00000 176545.00 MEDIAN, TYPE VII ,MODIFIED | | | 0170 610021-001 317.000 LF | 72.00000 22824.00| 90.00000 28530.00| 140.00000 44380.00 SINGLE FACED BARRIER | | | 0175 633003-001 38.000 CY | 38.00000 1444.00| 75.00000 2850.00| 65.00000 2470.00 DUMPED ROCK GUTTER | | | 0180 636007-001 10000.000 LF | 0.59000 5900.00| 0.80000 8000.00| 0.70000 7000.00 ERADICATION OF PAVEMENT MARKING | | | 0185 636008-001 11000.000 LF | 0.27000 2970.00| 0.28000 3080.00| 0.25000 2750.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0190 636009-001 27000.000 LF | 1.07000 28890.00| 1.12000 30240.00| 1.00000 27000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0609442 |(5) 55-0487806 |(6) 34-0420560 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 636011-001 19850.000 UN | 0.90000 17865.00| 1.09000 21636.50| 0.85000 16872.50 TRAFFIC CONTROL DEVICE | | | 0200 636012-010 6.000 EA | 54.00000 324.00| 280.00000 1680.00| 300.00000 1800.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0205 636013-001 100.000 EA | 3.00000 300.00| 3.40000 340.00| 5.00000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0210 636014-001 1000.000 HR | 42.00000 42000.00| 44.00000 44000.00| 36.00000 36000.00 FLAGGER | | | 0215 636014-002 400.000 HR | 40.00000 16000.00| 40.00000 16000.00| 35.00000 14000.00 TRAFFIC DIRECTOR | | | 0220 636017-001 4220.000 LF | 20.00000 84400.00| 19.00000 80180.00| 32.00000 135040.00 TEMPORARY CONCRETE BARRIER | | | 0225 636018-001 1000.000 LF | 5.00000 5000.00| 10.00000 10000.00| 12.00000 12000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0230 636021-001 10.000 DA | 100.00000 1000.00| 50.00000 500.00| 15.00000 150.00 ELECTRIC ARROW | | | 0235 636022-001 360.000 DA | 53.00000 19080.00| 75.00000 27000.00| 50.00000 18000.00 CHANGAEBLE MESSAGE SIGN | | | 0240 636025-001 2200.000 DA | 1.45000 3190.00| 1.68000 3696.00| 1.40000 3080.00 WARNING LIGHTS, TYPE B | | | 0245 636025-001 2720.000 DA | 0.54000 1468.80| 0.54000 1468.80| 0.50000 1360.00 WARNING LIGHTS, TYPE C | | | 0250 636028-001 20.000 DA | 120.00000 2400.00| 200.00000 4000.00| 100.00000 2000.00 SHADOW VEHICLE | | | 0255 639001-001 LUMP| 12200.00000 12200.00| 17500.00000 17500.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0260 640006-001 16.000 MO | 700.00000 11200.00| 925.00000 14800.00| 1400.00000 22400.00 SMALL FIELD OFFICE | | | 0265 640003-001 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 7000.00000 7000.00 BUILDING EQUIPMENT | | | 0270 640004-001 LUMP| 5300.00000 5300.00| 3600.00000 3600.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0275 642014-001 LUMP| 1900.00000 1900.00| 1000.00000 1000.00| 16000.00000 16000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0280 663001-004 3800.000 LF | 0.32000 1216.00| 0.56000 2128.00| 0.50000 1900.00 EDGE LINE, TYPE II WHITE 8" | | | 0285 663001-004 7005.000 LF | 0.32000 2241.60| 0.56000 3922.80| 0.50000 3502.50 EDGE LINE, TYPE II YELLOW 8" | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0609442 |(5) 55-0487806 |(6) 34-0420560 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 663002-005 1425.000 LF | 0.54000 769.50| 0.84000 1197.00| 0.75000 1068.75 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 8" | | | 0295 663012-208 60.000 EA | 53.00000 3180.00| 38.00000 2280.00| 50.00000 3000.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0300 664001-008 4.000 EA | 6800.00000 27200.00| 13000.00000 52000.00| 6000.00000 24000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0305 664001-009 2.000 EA | 1250.00000 2500.00| 850.00000 1700.00| 800.00000 1600.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0310 401001-011 AA1 9997.000 TN | 37.00000 369889.00| 39.30000 392882.10| 37.00000 369889.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0315 401001-012 AA2 8997.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0320 401001-011 AB1 3480.000 TN | 37.00000 128760.00| 44.90000 156252.00| 37.00000 128760.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0325 401001-012 AB2 3132.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0330 401007-001 AC1 240.000 TN | 46.00000 11040.00| 55.00000 13200.00| 45.00000 10800.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0335 401007-002 AC2 216.000 TN | | | SCRATCH COURSE, SLAG | | | 0340 401014-011 AD1 82.000 TN | 110.00000 9020.00| 380.00000 31160.00| 90.00000 7380.00 SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE I | | | 0345 401014-012 AD2 74.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE I | | | 0350 402001-011 AE1 1579.000 TN | 47.50000 75002.50| 55.00000 86845.00| 49.00000 77371.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0355 402001-012 AE2 1422.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0360 604001-020 AF1 12.000 LF | 88.00000 1056.00| 138.00000 1656.00| 70.00000 840.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, TPYE A7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0609442 |(5) 55-0487806 |(6) 34-0420560 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0365 604025-020 AF2 12.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | TYPE A7 | | | 0370 636002-001 AG1 200.000 TN | 35.00000 7000.00| 18.70000 3740.00| 25.00000 5000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0375 636002-002 AG2 180.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 2,030,526.42| $ 1,960,503.16| $ 1,937,165.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 BRIDGE NO.2449.1 | | | 0380 203001-000 LUMP| 169120.00000 169120.00| 271000.00000 271000.00| 355000.00000 355000.00 DISMANTLING STRUCTURE | | | 0385 212001-000 807.000 CY | 100.00000 80700.00| 69.00000 55683.00| 100.00000 80700.00 STRUCTURE EXCAVATION | | | 0390 212005-000 338.000 CY | 75.00000 25350.00| 61.00000 20618.00| 70.00000 23660.00 SELECT MATERIAL FOR BACKFILLING | | | 0395 218004-001 114.000 SY | 100.00000 11400.00| 92.00000 10488.00| 76.00000 8664.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0400 601002-001 211.000 CY | 500.00000 105500.00| 1000.00000 211000.00| 730.00000 154030.00 CLASS B CONCRETE | | | 0405 601003-001 87.000 CY | 600.00000 52200.00| 620.00000 53940.00| 1130.00000 98310.00 CLASS K CONCRETE | | | 0415 601031-001 145.000 LF | 46.00000 6670.00| 115.00000 16675.00| 50.00000 7250.00 EPOXY INJECTION CRACK REPAIR | | | 0420 602001-001 39567.000 LB | 0.60000 23740.20| 0.64000 25322.88| 0.75000 29675.25 REINFORCING STEEL BAR | | | 0425 602002-001 285444.000 LB | 0.70000 199810.80| 0.83000 236918.52| 0.85000 242627.40 EPOXY COATED REINFORCING STEEL BAR | | | 0430 615001-001 1.000 LS | 650000.00000 650000.00| 650000.00000 650000.00| 600000.00000 600000.00 STEEL SUPERSTRUCTURE | | | 0435 616004-006 835.000 LF | 40.00000 33400.00| 38.00000 31730.00| 50.00000 41750.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0440 616005-006 225.000 LF | 80.00000 18000.00| 107.00000 24075.00| 95.00000 21375.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0442 639001-001 LUMP| 13800.00000 13800.00| 27000.00000 27000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0445 601003-001 AH1 880.000 CY | | | CLASS K CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0609442 |(5) 55-0487806 |(6) 34-0420560 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 679002-001 AH1 164.000 CY | | | SPECIALIZED CONCRETE OVERLAY | | | 0452 679006-001 AH1 LUMP| | | TEST SLAB | | | 0455 601009-001 AH2 1026.000 CY | 600.00000 615600.00| 588.00000 603288.00| 560.00000 574560.00 CLASS H CONCRETE | | | 0456 601014-001 AH2 LUMP| 2700.00000 2700.00| 5200.00000 5200.00| 2500.00000 2500.00 TEST SLAB | | | SECTION TOTALS | $ 2,007,991.00| $ 2,242,938.40| $ 2,265,101.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 WATERLINE RELOCATION | | | 0461 639001-001 LUMP| 3200.00000 3200.00| 925.00000 925.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0466 670004-222 240.000 LF | 43.00000 10320.00| 122.00000 29280.00| 57.00000 13680.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 0471 670009-120 1.000 EA | 644.00000 644.00| 386.00000 386.00| 500.00000 500.00 2 INCH GATE VALVE AND VALVE BOX | | | 0476 670009-220 4.000 EA | 1700.00000 6800.00| 850.00000 3400.00| 1100.00000 4400.00 8 INCH GATE VALVE AND VALVE BOX | | | 0481 670010-300 170.000 LF | 170.00000 28900.00| 62.70000 10659.00| 125.00000 21250.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 | | | SECTION TOTALS | $ 49,864.00| $ 44,650.00| $ 42,830.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 SANITARY SEWER RELOCATION | | | 0486 639001-001 LUMP| 3200.00000 3200.00| 925.00000 925.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0491 675008-222 253.000 LF | 60.00000 15180.00| 87.00000 22011.00| 80.00000 20240.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE II | | | , CLASS | | | 0496 675008-242 247.000 LF | 85.00000 20995.00| 98.00000 24206.00| 100.00000 24700.00 10 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 50 | | | 0501 675021-300 170.000 LF | 170.00000 28900.00| 62.70000 10659.00| 125.00000 21250.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 | | | 0506 675021-340 170.000 LF | 215.00000 36550.00| 72.00000 12240.00| 150.00000 25500.00 20 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0609442 |(5) 55-0487806 |(6) 34-0420560 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 104,825.00| $ 70,041.00| $ 94,690.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,193,206.42| $ 4,318,132.56| $ 4,339,787.10 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 25-1100215 |(9) 52-1038868 |S. E. JOHNSON COMPANIES, INC|MOSITES CONSTRUCTION COMPANY|CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201001-000 1.000 LS | 15000.00000 15000.00| 35000.00000 35000.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00 DISMANTLING STRUCTURE (LIGHT POST) | | | 0015 204001-000 LUMP| 75000.00000 75000.00| 250000.00000 250000.00| 80000.00000 80000.00 MOBILIZATION | | | 0020 207001-001 3405.000 CY | 12.00000 40860.00| 15.00000 51075.00| 18.00000 61290.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 1623.000 CY | 45.00000 73035.00| 45.00000 73035.00| 42.00000 68166.00 SUBGRADE | | | 0030 207034-000 14194.000 SY | 0.90000 12774.60| 1.00000 14194.00| 0.80000 11355.20 FABRIC FOR SEPARATION | | | 0035 211001-000 62.000 CY | 75.00000 4650.00| 65.00000 4030.00| 70.00000 4340.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 218007-000 9796.000 SY | 1.20000 11755.20| 1.00000 9796.00| 0.70000 6857.20 FABRIC FOR EROSION CONTROL | | | 0045 229001-000 0.750 MI | 2500.00000 1875.00| 2160.00000 1620.00| 5000.00000 3750.00 SHOULDER AND DITCH | | | 0050 240001-000 345.000 LF | 11.00000 3795.00| 12.00000 4140.00| 12.00000 4140.00 CLEAN CULVERT | | | 0055 307001-000 495.000 CY | 35.00000 17325.00| 54.00000 26730.00| 50.00000 24750.00 AGGREGATE BASE COURSE, CLASS I | | | 0060 311006-001 1163.000 CY | 47.00000 54661.00| 70.00000 81410.00| 60.00000 69780.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 10273.000 GA | 0.01000 102.73| 0.01000 102.73| 0.01000 102.73 BITUMINOUS MATERIAL | | | 0070 409002-001 1329.000 GA | 1.00000 1329.00| 1.00000 1329.00| 1.00000 1329.00 BITUMINOUS MATERIAL | | | 0075 501010-001 4.000 EA | 2500.00000 10000.00| 2700.00000 10800.00| 3000.00000 12000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0080 502001-012 542.000 SY | 150.00000 81300.00| 270.00000 146340.00| 135.00000 73170.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 506002-001 771.000 SY | 125.00000 96375.00| 200.00000 154200.00| 200.00000 154200.00 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0090 605004-001 1.000 EA | 2000.00000 2000.00| 2200.00000 2200.00| 3000.00000 3000.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 25-1100215 |(9) 52-1038868 |S. E. JOHNSON COMPANIES, INC|MOSITES CONSTRUCTION COMPANY|CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 605012-001 1.000 EA | 2250.00000 2250.00| 1600.00000 1600.00| 2000.00000 2000.00 ADJUST INLET TYPE G | | | 0100 605014-001 2.000 EA | 4000.00000 8000.00| 2700.00000 5400.00| 4000.00000 8000.00 MODIFIED INLET, TYPE H | | | 0105 606020-001 1235.000 LF | 9.00000 11115.00| 13.00000 16055.00| 20.00000 24700.00 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0110 606029-001 3277.000 LF | 9.00000 29493.00| 16.00000 52432.00| 11.00000 36047.00 FREE DRAINING BASE TRENCH | | | 0115 606030-001 211.000 LF | 15.00000 3165.00| 22.00000 4642.00| 40.00000 8440.00 OUTLET PIPE | | | 0120 607001-001 898.000 LF | 12.00000 10776.00| 13.00000 11674.00| 13.00000 11674.00 TYPE 1 GUARDRAIL, CLASS I | | | 0125 607006-001 6.000 EA | 725.00000 4350.00| 780.00000 4680.00| 800.00000 4800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 607010-020 1039.000 LF | 0.50000 519.50| 1.00000 1039.00| 1.00000 1039.00 GUARDRAIL REMOVAL | | | 0135 607030-001 3.000 EA | 370.00000 1110.00| 400.00000 1200.00| 400.00000 1200.00 SPECIAL TRAILING END TERMINAL | | | 0140 607065-001 2.000 EA | 1300.00000 2600.00| 1300.00000 2600.00| 1500.00000 3000.00 FLARED END TERMINAL | | | 0145 607067-001 1.000 EA | 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 DOUBLE FACED END TERMINAL | | | 0150 609001-001 161.000 SY | 30.00000 4830.00| 65.00000 10465.00| 35.00000 5635.00 CONCRETE SIDEWALK | | | 0155 609002-001 27.000 CY | 80.00000 2160.00| 50.00000 1350.00| 120.00000 3240.00 BED COURSE MATERIAL | | | 0160 610005-004 12.000 LF | 50.00000 600.00| 70.00000 840.00| 50.00000 600.00 BITUMINOUS CURB, TYPE IV | | | 0165 610006-007 1139.000 LF | 185.00000 210715.00| 250.00000 284750.00| 160.00000 182240.00 MEDIAN, TYPE VII ,MODIFIED | | | 0170 610021-001 317.000 LF | 80.00000 25360.00| 130.00000 41210.00| 85.00000 26945.00 SINGLE FACED BARRIER | | | 0175 633003-001 38.000 CY | 55.00000 2090.00| 80.00000 3040.00| 80.00000 3040.00 DUMPED ROCK GUTTER | | | 0180 636007-001 10000.000 LF | 0.50000 5000.00| 0.60000 6000.00| 0.80000 8000.00 ERADICATION OF PAVEMENT MARKING | | | 0185 636008-001 11000.000 LF | 0.25000 2750.00| 0.25000 2750.00| 0.25000 2750.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0190 636009-001 27000.000 LF | 1.05000 28350.00| 1.00000 27000.00| 1.20000 32400.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 25-1100215 |(9) 52-1038868 |S. E. JOHNSON COMPANIES, INC|MOSITES CONSTRUCTION COMPANY|CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 636011-001 19850.000 UN | 0.89000 17666.50| 3.50000 69475.00| 1.00000 19850.00 TRAFFIC CONTROL DEVICE | | | 0200 636012-010 6.000 EA | 400.00000 2400.00| 300.00000 1800.00| 400.00000 2400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0205 636013-001 100.000 EA | 5.00000 500.00| 5.00000 500.00| 6.00000 600.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0210 636014-001 1000.000 HR | 35.00000 35000.00| 37.00000 37000.00| 40.00000 40000.00 FLAGGER | | | 0215 636014-002 400.000 HR | 35.00000 14000.00| 38.00000 15200.00| 40.00000 16000.00 TRAFFIC DIRECTOR | | | 0220 636017-001 4220.000 LF | 20.00000 84400.00| 25.00000 105500.00| 18.00000 75960.00 TEMPORARY CONCRETE BARRIER | | | 0225 636018-001 1000.000 LF | 4.00000 4000.00| 10.00000 10000.00| 12.00000 12000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0230 636021-001 10.000 DA | 80.00000 800.00| 16.00000 160.00| 30.00000 300.00 ELECTRIC ARROW | | | 0235 636022-001 360.000 DA | 60.00000 21600.00| 54.00000 19440.00| 60.00000 21600.00 CHANGAEBLE MESSAGE SIGN | | | 0240 636025-001 2200.000 DA | 1.50000 3300.00| 1.50000 3300.00| 1.60000 3520.00 WARNING LIGHTS, TYPE B | | | 0245 636025-001 2720.000 DA | 0.65000 1768.00| 0.50000 1360.00| 0.60000 1632.00 WARNING LIGHTS, TYPE C | | | 0250 636028-001 20.000 DA | 250.00000 5000.00| 80.00000 1600.00| 500.00000 10000.00 SHADOW VEHICLE | | | 0255 639001-001 LUMP| 80000.00000 80000.00| 12000.00000 12000.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0260 640006-001 16.000 MO | 1250.00000 20000.00| 2000.00000 32000.00| 1200.00000 19200.00 SMALL FIELD OFFICE | | | 0265 640003-001 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0270 640004-001 LUMP| 2500.00000 2500.00| 6000.00000 6000.00| 2000.00000 2000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0275 642014-001 LUMP| 5000.00000 5000.00| 500.00000 500.00| 2000.00000 2000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0280 663001-004 3800.000 LF | 0.45000 1710.00| 0.30000 1140.00| 0.60000 2280.00 EDGE LINE, TYPE II WHITE 8" | | | 0285 663001-004 7005.000 LF | 0.45000 3152.25| 0.30000 2101.50| 0.60000 4203.00 EDGE LINE, TYPE II YELLOW 8" | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/31/00 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9923207 COUNTIES : HARRISON LETTING DATE : 07/25/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 25-1100215 |(9) 52-1038868 |S. E. JOHNSON COMPANIES, INC|MOSITES CONSTRUCTION COMPANY|CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 663002-005 1425.000 LF | 0.63000 897.75| 0.50000 712.50| 0.80000 1140.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 8" | | | 0295 663012-208 60.000 EA | 96.00000 5760.00| 54.00000 3240.00| 50.00000 3000.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0300 664001-008 4.000 EA | 6000.00000 24000.00| 7500.00000 30000.00| 10000.00000 40000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0305 664001-009 2.000 EA | 800.00000 1600.00| 1000.00000 2000.00| 4000.00000 8000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0310 401001-011 AA1 9997.000 TN | 35.50000 354893.50| 40.00000 399880.00| 40.00000 399880.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0315 401001-012 AA2 8997.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0320 401001-011 AB1 3480.000 TN | 40.00000 139200.00| 40.00000 139200.00| 42.00000 146160.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0325 401001-012 AB2 3132.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0330 401007-001 AC1 240.000 TN | 49.00000 11760.00| 49.00000 11760.00| 50.00000 12000.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0335 401007-002 AC2 216.000 TN | | | SCRATCH COURSE, SLAG | | | 0340 401014-011 AD1 82.000 TN | 120.00000 9840.00| 65.00000 5330.00| 80.00000 6560.00 SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE I | | |