1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0117742 COUNTIES : HARRISON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : REPLACE BRISTOL AND CLARKSBURG IMPACT ATTENUATORS PROJECT(S) : S317-0ATT/EN-001.00 00 OCRO 0050 196 E00 LOCATION: BRISTOL AND CLARKSBURG 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1000923 PENN LINE SERVICE, INC. $ 79,600.04 100.0000% 2 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 94,162.20 118.2941% 3 76-0522462 NES COMPANIES LP DBA INTERSTATE TRAFFIC CONTROL INC. $ 99,289.20 124.7351% 4 55-0614471 SPECIALTY GROUPS, INC. $ 207,255.00 260.3704% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0117742 COUNTIES : HARRISON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 25-1000923 |(2) 25-1271209 |(3) 76-0522462 |PENN LINE SERVICE, INC. |GREEN ACRES CONTRACTING COMP|NES COMPANIES LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 IMPACT ATTENUATORS | | | 0005 204001-000 LUMP| 500.00000 500.00| 2000.00000 2000.00| 3600.00000 3600.00 MOBILIZATION | | | 0010 601002-001 6.200 CY | 1000.00000 6200.00| 570.00000 3534.00| 1.00000 6.20 CLASS B CONCRETE | | | 0015 636011-001 14020.000 UN | 0.01000 140.20| 0.01000 140.20| 0.01000 140.20 TRAFFIC CONTROL DEVICE | | | 0020 636014-001 500.000 HR | 0.01000 5.00| 0.05000 25.00| 1.00000 500.00 FLAGGER | | | 0025 636002-001 15.000 TN | 10.00000 150.00| 25.00000 375.00| 30.00000 450.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0030 636021-001 4.000 DA | 0.01000 0.04| 5.00000 20.00| 12.00000 48.00 ELECTRIC ARROW | | | 0035 636025-001 480.000 DA | 0.01000 4.80| 0.10000 48.00| 0.01000 4.80 WARNING LIGHTS, TYPE B | | | 0040 636028-001 20.000 DA | 50.00000 1000.00| 1.00000 20.00| 1.00000 20.00 SHADOW VEHICLE | | | 0045 664001-016 4.000 EA | 17900.00000 71600.00| 22000.00000 88000.00| 23630.00000 94520.00 IMPACT ATTENUATING DEVICE, TYPE VIII | | | SECTION TOTALS | $ 79,600.04| $ 94,162.20| $ 99,289.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 79,600.04| $ 94,162.20| $ 99,289.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0117742 COUNTIES : HARRISON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0614471 | | |SPECIALTY GROUPS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 IMPACT ATTENUATORS | | | 0005 204001-000 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0010 601002-001 6.200 CY | 1500.00000 9300.00| | CLASS B CONCRETE | | | 0015 636011-001 14020.000 UN | 1.00000 14020.00| | TRAFFIC CONTROL DEVICE | | | 0020 636014-001 500.000 HR | 35.00000 17500.00| | FLAGGER | | | 0025 636002-001 15.000 TN | 25.00000 375.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0030 636021-001 4.000 DA | 25.00000 100.00| | ELECTRIC ARROW | | | 0035 636025-001 480.000 DA | 2.00000 960.00| | WARNING LIGHTS, TYPE B | | | 0040 636028-001 20.000 DA | 150.00000 3000.00| | SHADOW VEHICLE | | | 0045 664001-016 4.000 EA | 38000.00000 152000.00| | IMPACT ATTENUATING DEVICE, TYPE VIII | | | SECTION TOTALS | $ 207,255.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 207,255.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9810411 COUNTIES : HAMPSHIRE LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : NORTH RIVER BRIDGE #2215.1 REHABILITATION PROJECT(S) : S314-0127/00-000.28 00 LOCATION: OVER NORTH RIVER, 0.28 MI E CO 45/5 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 731,270.40 100.0000% 2 31-1316393 AHERN & ASSOCIATES $ 853,800.00 116.7557% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9810411 COUNTIES : HAMPSHIRE LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 16500.00000 16500.00| 31783.70000 31783.70| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 24500.00000 24500.00| 25600.00000 25600.00| MOBILIZATION | | | 0015 207001-001 130.000 CY | 43.00000 5590.00| 45.00000 5850.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 36.000 CY | 97.00000 3492.00| 90.00000 3240.00| SUBGRADE | | | 0025 207034-000 212.000 SY | 1.65000 349.80| 1.85000 392.20| FABRIC FOR SEPARATION | | | 0030 307001-000 34.000 CY | 97.00000 3298.00| 94.00000 3196.00| AGGREGATE BASE COURSE, CLASS I | | | 0035 408002-001 77.000 GA | 3.30000 254.10| 3.00000 231.00| BITUMINOUS MATERIAL (TACK) | | | 0040 409002-001 76.000 GA | 3.30000 250.80| 3.00000 228.00| BITUMINOUS MATERIAL PRIME | | | 0043 415005-001 256.000 SY | 11.00000 2816.00| 10.00000 2560.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0045 502001-012 146.000 SY | 234.00000 34164.00| 270.00000 39420.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 607001-001 150.000 LF | 47.00000 7050.00| 43.00000 6450.00| TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 1320.00000 5280.00| 1200.00000 4800.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0065 636007-001 300.000 LF | 0.85000 255.00| 0.75000 225.00| ERADICATION OF PAVEMENT MARKING | | | 0070 636009-001 1000.000 LF | 1.10000 1100.00| 1.00000 1000.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE TYPE VIIB | | | 0075 636011-001 8380.000 UN | 0.90000 7542.00| 0.85000 7123.00| TRAFFIC CONTROL DEVICE | | | 0080 636012-010 2.000 EA | 300.00000 600.00| 275.00000 550.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0085 636013-001 64.000 EA | 2.20000 140.80| 2.00000 128.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0090 636014-001 50.000 HR | 50.00000 2500.00| 45.00000 2250.00| FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9810411 COUNTIES : HAMPSHIRE LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636017-001 240.000 LF | 20.00000 4800.00| 19.00000 4560.00| TEMPORARY CONCRETE BARRIER | | | 0100 636017-011 240.000 LF | 29.00000 6960.00| 26.00000 6240.00| SPECIAL TEMPORARY CONCRETE BARRIER , | | | HALF BARRIER | | | 0105 636023-001 1.000 LS | 18000.00000 18000.00| 26000.00000 26000.00| TEMPORARY TRAFFIC SIGNAL | | | 0110 636025-001 2192.000 DA | 0.55000 1205.60| 0.50000 1096.00| WARNING LIGHTS, TYPE A | | | 0115 636025-001 1096.000 DA | 1.55000 1698.80| 1.40000 1534.40| WARNING LIGHTS, TYPE B | | | 0120 639001-001 LUMP| 1500.00000 1500.00| 8000.00000 8000.00| CONSTRUCTION LAYOUT STAKE | | | 0125 640006-001 9.000 MO | 1065.00000 9585.00| 1500.00000 13500.00| SMALL FIELD OFFICE | | | 0130 640003-001 LUMP| 715.00000 715.00| 650.00000 650.00| BUILDING EQUIPMENT | | | 0135 642014-001 LUMP| 700.00000 700.00| 3000.00000 3000.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0140 664001-008 2.000 EA | 4900.00000 9800.00| 3500.00000 7000.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0145 664001-009 2.000 EA | 745.00000 1490.00| 700.00000 1400.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0150 401007-001 AA1 8.000 TN | 302.00000 2416.00| 276.00000 2208.00| SCRATCH COURSE, STONE OR GRAVEL | | | 0155 401007-002 AA2 8.000 TN | | | SCRATCH COURSE, SLAG | | | 0160 402001-001 AB1 32.500 TN | 195.00000 6337.50| 176.00000 5720.00| HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE | | | 0165 402001-002 AB2 31.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE | | | SECTION TOTALS | $ 180,890.40| $ 215,935.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 2215.1 | | | 0170 203001-000 LUMP| 70000.00000 70000.00| 100000.00000 100000.00| DISMANTLING STRUCTURE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9810411 COUNTIES : HAMPSHIRE LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 218004-008 1213.000 SY | 34.00000 41242.00| 17.00000 20621.00| 24 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0180 601002-001 28.000 CY | 1900.00000 53200.00| 990.00000 27720.00| CLASS B CONCRETE | | | 0185 601003-001 200.000 CY | 880.00000 176000.00| 1050.00000 210000.00| CLASS K CONCRETE | | | 0190 602002-001 45238.000 LB | 1.00000 45238.00| 1.15000 52023.70| EPOXY COATED REINFORCING STEEL BAR | | | 0195 615001-001 1.000 LS | 159000.00000 159000.00| 220000.00000 220000.00| STEEL SUPERSTRUCTURE | | | 0200 639001-001 LUMP| 5700.00000 5700.00| 7500.00000 7500.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 550,380.00| $ 637,864.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 731,270.40| $ 853,800.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0004802 COUNTIES : POCAHONTAS LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : HILLSBORO TO MILL POINT ROAD PROJECT(S) : S338-0219/00-007.00 00 00NH 0219 118 E00 LOCATION: BEGIN: .47 MI S CR 29. END: 0.76 MI N CR 29 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 206,616.07 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0004802 COUNTIES : POCAHONTAS LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WIDENING, RESURFACING, DRAINAGE, STONE SHOULDERS, GUARDRAIL, AND PAVEMENT MARKINGS | | | 0005 204003-000 1.000 EA | 870.00000 870.00| | MOBILIZATION, PER JOB ORDER(14 DAY, | | | TEMPORARY PAVEMENT MAR KINGS) | | | 0010 211008-000 25.000 TN | 32.00000 800.00| | ROCK BORROW EXCAVATION | | | 0015 408002-001 500.000 GA | 0.85000 425.00| | BITUMINOUS MATERIAL | | | 0020 604001-012 3.000 LF | 50.00000 150.00| | 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0025 604050-016 120.000 LF | 160.00000 19200.00| | 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0030 604050-024 40.000 LF | 250.00000 10000.00| | 36 INCH CORRUGATED POLYETHYLENE PIPE | | | 0035 605009-001 1.000 EA | 5500.00000 5500.00| | TYPE G INLET | | | 0040 605012-001 3.000 EA | 1175.00000 3525.00| | ADJUST INLET TYPE G | | | 0045 605015-001 4.000 EA | 600.00000 2400.00| | ADJUST MANHOLE TYPE | | | 0050 636006-001 15.000 DA | 450.00000 6750.00| | PILOT TRUCK AND DRIVER | | | 0055 636011-001 2047.000 UN | 0.01000 20.47| | TRAFFIC CONTROL DEVICE | | | 0060 636014-001 250.000 HR | 42.50000 10625.00| | FLAGGER | | | 0065 663001-005 2.500 MI | 755.00000 1887.50| | EDGE LINE, TYPE II | | | 0070 663001-005 2.500 MI | 755.00000 1887.50| | EDGE LINE, TYPE II (TEMPORARY PAVEMENT | | | MARKINGS) | | | 0075 663002-004 2.500 MI | 870.00000 2175.00| | LANE LINE OR CENTERLINE, TYPE II | | | 0080 663002-004 2.500 MI | 870.00000 2175.00| | LANE LINE OR CENTERLINE, TYPE II | | | (TEMPORARY PAVEMENT MARKINGS) | | | 0085 663005-010 48.000 LF | 13.70000 657.60| | STOP LINE, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0004802 COUNTIES : POCAHONTAS LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 663006-010 100.000 LF | 6.77000 677.00| | CROSSWALK LINE, TYPE V | | | 0095 670023-001 9.000 EA | 405.00000 3645.00| | ADJUSTING VALVE BOX | | | 0100 308001-001 AA1 380.000 TN | 22.85000 8683.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 8 | | | 0105 308001-002 AA2 350.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 8 | | | 0110 308001-001 BB1 135.000 TN | 50.00000 6750.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 9 | | | 0115 308001-002 BB2 123.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 9 | | | 0120 401001-001 CC1 370.000 TN | 57.00000 21090.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0125 401001-002 CC2 337.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 1 | | | 0130 401002-001 DD1 1080.000 TN | 48.85000 52758.00| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL, TYPE 1 | | | 0135 401002-002 DD2 983.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG, | | | TYPE 1 | | | 0140 401007-001 EE1 900.000 TN | 48.85000 43965.00| | SCRATCH COURSE, STONE OR GRAVEL | | | 0145 401007-002 EE2 820.000 TN | | | SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 206,616.07| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 206,616.07| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0119781 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : TRAFFIC SERVICES AND SYSTEM MANAGEMENT COMPLEX PROJECT(S) : G020-0MCS/T0-001.00 08 LOCATION: CHARLESTON 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0666753 LEE REGER BUILDS, INC. $ 1,585,303.00 100.0000% 2 55-0669118 HARCO CONSTRUCTION COMPANY, INC. $ 1,619,891.00 102.1817% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0119781 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0666753 |(2) 55-0669118 | |LEE REGER BUILDS, INC. |HARCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 OFFICE BUILDING | | | 0005 672001-001 LUMP| 1585303.00000 1585303.00| 1619891.00000 1619891.00| CONSTRUCT OFFICE BUILDING | | | SECTION TOTALS | $ 1,585,303.00| $ 1,619,891.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,585,303.00| $ 1,619,891.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9830901 COUNTIES : PENDLETON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : FRANKLIN INTERSECTION +1 PROJECT(S) : U336-0033/00-032.74 00 LOCATION: I/S US 220 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0747124 GRANDVIEW CONSTRUCTION, INC. $ 278,837.19 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 344,176.00 123.4326% 3 55-0700300 A.L.L. CONSTRUCTION, INC. $ 363,714.90 130.4398% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9830901 COUNTIES : PENDLETON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0747124 |(2) 55-0481221 |(3) 55-0700300 |GRANDVIEW CONSTRUCTION, INC.|MOUNTAINEER CONTRACTORS, INC|A.L.L. 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 | 12500.00000 12500.00| 3000.00000 3000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 8150.00000 8150.00| 10000.00000 10000.00| 20000.00000 20000.00 BUILDING DEMOLITION NUMBER, 001 | | | 0015 204001-000 LUMP| 9250.00000 9250.00| 15000.00000 15000.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 207002-000 66.000 CY | 69.25000 4570.50| 70.00000 4620.00| 50.00000 3300.00 SUBGRADE | | | 0025 207032-000 150.000 SY | 2.95000 442.50| 1.00000 150.00| 10.00000 1500.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0030 212005-000 27.000 CY | 156.00000 4212.00| 130.00000 3510.00| 45.00000 1215.00 SELECT MATERIAL FOR BACKFILLING | | | 0035 307001-000 93.000 CY | 62.00000 5766.00| 180.00000 16740.00| 50.00000 4650.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 408002-001 205.000 GA | 3.15000 645.75| 3.00000 615.00| 4.00000 820.00 BITUMINOUS MATERIAL | | | 0045 415005-001 500.000 SY | 4.80000 2400.00| 16.00000 8000.00| 10.00000 5000.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0050 601002-001 6.000 CY | 1230.00000 7380.00| 2000.00000 12000.00| 1200.00000 7200.00 CLASS B CONCRETE | | | 0055 604037-016 124.000 LF | 64.50000 7998.00| 65.00000 8060.00| 90.00000 11160.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0060 604041-005 4.000 LF | 135.00000 540.00| 85.00000 340.00| 300.00000 1200.00 23X14 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS III | | | 0065 604076-016 68.000 LF | 56.00000 3808.00| 100.00000 6800.00| 80.00000 5440.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 604076-020 64.000 LF | 62.50000 4000.00| 140.00000 8960.00| 90.00000 5760.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 605004-001 6.000 EA | 1400.00000 8400.00| 1250.00000 7500.00| 2100.00000 12600.00 TYPE B INLET | | | 0080 605008-001 2.000 EA | 1900.00000 3800.00| 2500.00000 5000.00| 1500.00000 3000.00 TYPE F INLET | | | 0085 605009-001 1.000 EA | 1500.00000 1500.00| 1250.00000 1250.00| 2500.00000 2500.00 TYPE G INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9830901 COUNTIES : PENDLETON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0747124 |(2) 55-0481221 |(3) 55-0700300 |GRANDVIEW CONSTRUCTION, INC.|MOUNTAINEER CONTRACTORS, INC|A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 605012-001 1.000 EA | 2000.00000 2000.00| 3000.00000 3000.00| 1500.00000 1500.00 ADJUST INLET TYPE G | | | 0095 605013-001 1.000 EA | 2700.00000 2700.00| 2000.00000 2000.00| 1500.00000 1500.00 ADJUST JUNCTION BOX | | | 0100 605039-001 1.000 EA | 1300.00000 1300.00| 2400.00000 2400.00| 2000.00000 2000.00 JUNCTION BOX | | | 0105 608008-001 500.000 LF | 1.80000 900.00| 1.00000 500.00| 1.00000 500.00 4 FT SAFETY FENCE | | | 0110 609001-001 242.000 SY | 27.50000 6655.00| 48.00000 11616.00| 45.00000 10890.00 CONCRETE SIDEWALK | | | 0115 610001-001 303.000 LF | 34.50000 10453.50| 38.00000 11514.00| 32.00000 9696.00 PLAIN CONCRETE CURBING, TYPE I | | | 0117 610001-001 243.000 LF | 50.15000 12186.45| 64.00000 15552.00| 44.00000 10692.00 PLAIN CONCRETE CURBING, TYPE I MODIFIED | | | 0120 610003-001 80.000 LF | 40.00000 3200.00| 42.00000 3360.00| 33.00000 2640.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0125 610003-004 231.000 LF | 30.00000 6930.00| 48.00000 11088.00| 34.00000 7854.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0130 610006-005 188.000 LF | 96.00000 18048.00| 160.00000 30080.00| 100.00000 18800.00 MEDIAN, TYPE V | | | 0135 636011-001 3635.000 UN | 1.00000 3635.00| 1.00000 3635.00| 1.15000 4180.25 TRAFFIC CONTROL DEVICE | | | 0140 636014-001 600.000 HR | 36.00000 21600.00| 37.00000 22200.00| 40.00000 24000.00 FLAGGER | | | 0145 636025-001 740.000 DA | 0.90000 666.00| 0.55000 407.00| 1.00000 740.00 WARNING LIGHTS, TYPE A | | | 0150 636025-001 720.000 DA | 1.75000 1260.00| 1.55000 1116.00| 1.50000 1080.00 WARNING LIGHTS, TYPE B | | | 0155 638002-001 20.000 EA | 30.00000 600.00| 70.00000 1400.00| 100.00000 2000.00 RIGHT OF WAY MARKER | | | 0160 639001-001 LUMP| 3500.00000 3500.00| 15978.50000 15978.50| 7000.00000 7000.00 CONSTRUCTION LAYOUT STAKE | | | 0162 642011-001 30.000 EA | 13.00000 390.00| 10.00000 300.00| 5.00000 150.00 HAY OR STRAW BALE | | | 0163 642012-001 500.000 LF | 2.00000 1000.00| 1.00000 500.00| 3.00000 1500.00 SILT FENCE | | | 0164 652003-001 5.000 LB | 5.30000 26.50| 350.00000 1750.00| 380.00000 1900.00 SEED MIXTURES, B, C-1, OR C-2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9830901 COUNTIES : PENDLETON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0747124 |(2) 55-0481221 |(3) 55-0700300 |GRANDVIEW CONSTRUCTION, INC.|MOUNTAINEER CONTRACTORS, INC|A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 670021-040 20.000 LF | 40.00000 800.00| 100.00000 2000.00| 30.00000 600.00 3/4 INCH HOUSE CONNECTION | | | 0170 675007-018 24.000 LF | 40.00000 960.00| 80.00000 1920.00| 48.00000 1152.00 4 INCH PLASTIC SEWER PIPE | | | 0175 675007-020 24.000 LF | 45.00000 1080.00| 85.00000 2040.00| 50.00000 1200.00 6 INCH PLASTIC SEWER PIPE | | | 0180 401001-001 AA1 120.000 TN | 115.45000 13854.00| 109.25000 13110.00| 120.00000 14400.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE I | | | 0185 401001-002 AA2 108.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | I | | | 0190 401003-001 BB1 220.000 TN | 57.60000 12672.00| 54.50000 11990.00| 60.00000 13200.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0195 401003-002 BB2 198.000 TN | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0200 402001-001 CC1 190.000 TN | 66.00000 12540.00| 62.50000 11875.00| 70.00000 13300.00 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE I | | | 0205 402001-002 CC2 171.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 224,319.20| $ 292,876.50| $ 302,819.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 SIGNAL | | | 0210 660002-005 3.000 EA | 160.00000 480.00| 150.00000 450.00| 175.00000 525.00 TRAFFIC DETECTOR, LPS-C | | | 0215 660003-001 2.000 EA | 450.00000 900.00| 425.00000 850.00| 475.00000 950.00 SIGNAL SECTION, G-16 | | | 0220 660003-006 5.000 EA | 185.00000 925.00| 175.00000 875.00| 200.00000 1000.00 SIGNAL SECTION, V-12 | | | 0225 660004-051 1.000 EA | 1030.00000 1030.00| 975.00000 975.00| 1100.00000 1100.00 SIGNAL SUPPORT, INSTALLATION ONLY, E1 | | | 0230 660005-010 4.000 EA | 1000.00000 4000.00| 950.00000 3800.00| 1100.00000 4400.00 JUNCTION BOX, TYPE H | | | 0235 660007-001 LUMP| 18500.00000 18500.00| 17400.00000 17400.00| 24500.00000 24500.00 MISCELLANEOUS SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9830901 COUNTIES : PENDLETON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0747124 |(2) 55-0481221 |(3) 55-0700300 |GRANDVIEW CONSTRUCTION, INC.|MOUNTAINEER CONTRACTORS, INC|A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 25,835.00| $ 24,350.00| $ 32,475.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 SIGNING | | | 0240 657010-001 140.000 LF | 16.00000 2240.00| 15.00000 2100.00| 16.50000 2310.00 3.00 LB CHANNEL POST | | | 0245 657017-001 0.100 CY | 2650.00000 265.00| 2500.00000 250.00| 2750.00000 275.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0250 657018-001 12.000 EA | 530.00000 6360.00| 500.00000 6000.00| 500.00000 6000.00 POST REMOVAL | | | 0255 657019-001 1.000 EA | 7925.00000 7925.00| 7500.00000 7500.00| 8250.00000 8250.00 PIPE POST , TYPE 6 | | | 0260 661001-001 85.330 SF | 53.00000 4522.49| 50.00000 4266.50| 55.00000 4693.15 0.080 IN FLAT SHEET SIGN | | | 0265 661011-001 2.000 EA | 1060.00000 2120.00| 1000.00000 2000.00| 1000.00000 2000.00 INSTALLATION OF REUSABLE SIGN | | | SECTION TOTALS | $ 23,432.49| $ 22,116.50| $ 23,528.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 PAVEMENT MARKING | | | 0270 663001-004 1265.000 LF | 1.10000 1391.50| 1.00000 1265.00| 0.90000 1138.50 EDGE LINE, TYPE II WHITE | | | 0275 663003-005 1370.000 LF | 1.10000 1507.00| 1.00000 1370.00| 0.90000 1233.00 BARRIER LINE, TYPE II YELLOW | | | 0280 663004-011 206.000 LF | 4.50000 927.00| 4.25000 875.50| 4.50000 927.00 CHANNELIZING LINE, TYPE V WHITE,8 INCH | | | 0285 663005-010 50.000 LF | 12.50000 625.00| 11.75000 587.50| 12.00000 600.00 STOP LINE, TYPE V , 24 INCH | | | 0290 663007-010 90.000 LF | 5.00000 450.00| 4.50000 405.00| 6.60000 594.00 STRIPE, TYPE V , YELLOW, 8 INCH | | | 0295 663010-010 2.000 EA | 175.00000 350.00| 165.00000 330.00| 200.00000 400.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 5,250.50| $ 4,833.00| $ 4,892.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,837.19| $ 344,176.00| $ 363,714.90 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : DUNBAR I/C TO WESTMORELAND BRIDGE PROJECT(S) : U320-0064/00-049.73 03 00NH 0642 116 000 LOCATION: I64 0.10 MI W DUNBAR I/C - 0.16 MI E WESTMORELAND 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES $ 8,573,700.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 9,170,728.72 106.9634% 3 34-0420560 NATIONAL ENGINEERING & CONTRACTING COMPANY $ 9,811,026.65 114.4316% 4 25-1021993 TRUMBULL CORPORATION $ 9,922,614.50 115.7331% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 34-0420560 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 255338.50000 255338.50| 197000.00000 197000.00| 235000.00000 235000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 114630.50000 114630.50| 200000.00000 200000.00| 290000.00000 290000.00 MOBILIZATION | | | 0015 207001-001 32794.000 CY | 9.50000 311543.00| 13.00000 426322.00| 14.00000 459116.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 3389.000 CY | 40.00000 135560.00| 56.00000 189784.00| 58.00000 196562.00 SUBGRADE | | | 0025 207033-000 18204.000 SY | 1.15000 20934.60| 1.00000 18204.00| 1.00000 18204.00 FABRIC FOR SUBGRADE STABILIZATION | | | 0030 207034-000 29072.000 SY | 1.15000 33432.80| 1.00000 29072.00| 1.00000 29072.00 FABRIC FOR SEPARATION | | | 0035 211002-000 12713.000 CY | 18.50000 235190.50| 24.00000 305112.00| 32.00000 406816.00 ROCK BORROW EXCAVATION | | | 0040 229001-000 0.600 MI | 1750.00000 1050.00| 11000.00000 6600.00| 4000.00000 2400.00 SHOULDER AND DITCH | | | 0045 240001-000 715.000 LF | 20.00000 14300.00| 11.00000 7865.00| 9.00000 6435.00 CLEAN CULVERT | | | 0050 307001-000 3620.000 CY | 33.00000 119460.00| 42.00000 152040.00| 38.00000 137560.00 AGGREGATE BASE COURSE, CLASS I | | | 0055 311006-001 2234.000 CY | 62.00000 138508.00| 64.00000 142976.00| 67.00000 149678.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0060 408002-001 831.000 GA | 1.10000 914.10| 1.10000 914.10| 1.15000 955.65 BITUMINOUS MATERIAL | | | 0070 415005-001 26863.000 SY | 2.50000 67157.50| 2.50000 67157.50| 2.80000 75216.40 REMOVE EXISTING PAVEMENT SURFACE | | | 0075 501010-001 8.000 EA | 4450.00000 35600.00| 5600.00000 44800.00| 4000.00000 32000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0080 502001-012 1316.000 SY | 120.00000 157920.00| 100.00000 131600.00| 120.00000 157920.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 601002-001 9.000 CY | 1100.00000 9900.00| 1400.00000 12600.00| 1100.00000 9900.00 CLASS B CONCRETE | | | 0090 604037-028 12.000 LF | 188.00000 2256.00| 280.00000 3360.00| 210.00000 2520.00 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0095 605003-001 4.000 EA | 4100.00000 16400.00| 5200.00000 20800.00| 2800.00000 11200.00 TYPE A INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 34-0420560 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 605010-001 13.000 EA | 2300.00000 29900.00| 2500.00000 32500.00| 3300.00000 42900.00 TYPE H INLET | | | 0105 605012-001 2.000 EA | 1050.00000 2100.00| 720.00000 1440.00| 1000.00000 2000.00 ADJUST INLET TYPE G | | | 0110 605012-001 3.000 EA | 650.00000 1950.00| 300.00000 900.00| 500.00000 1500.00 ADJUST INLET TYPE MISCELLANEOUS | | | 0115 605014-001 3.000 EA | 3200.00000 9600.00| 2600.00000 7800.00| 3300.00000 9900.00 MODIFIED INLET, TYPE H | | | 0120 606020-001 384.000 LF | 25.00000 9600.00| 25.00000 9600.00| 26.00000 9984.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 12" | | | 0125 606029-001 10448.000 LF | 10.00000 104480.00| 23.00000 240304.00| 24.20000 252841.60 FREE DRAINING BASE TRENCH | | | 0130 606030-001 1348.000 LF | 20.00000 26960.00| 10.00000 13480.00| 9.50000 12806.00 OUTLET PIPE | | | 0135 607001-001 4809.000 LF | 9.50000 45685.50| 10.00000 48090.00| 9.50000 45685.50 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607006-001 3.000 EA | 800.00000 2400.00| 820.00000 2460.00| 800.00000 2400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607006-002 7.000 EA | 900.00000 6300.00| 920.00000 6440.00| 900.00000 6300.00 MODIFIED THRIE BEAM GUARDRAIL BRIDGE | | | TRANSITION | | | 0150 607009-001 819.000 LF | 5.00000 4095.00| 5.10000 4176.90| 5.00000 4095.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0155 607010-020 5407.000 LF | 1.25000 6758.75| 1.30000 7029.10| 1.25000 6758.75 GUARDRAIL REMOVAL | | | 0160 607030-001 4.000 EA | 450.00000 1800.00| 460.00000 1840.00| 450.00000 1800.00 SPECIAL TRAILING END TERMINAL | | | 0165 607066-001 5.000 EA | 1650.00000 8250.00| 1700.00000 8500.00| 1650.00000 8250.00 TANGENT END TERMINAL | | | 0170 608001-006 226.000 LF | 30.00000 6780.00| 29.00000 6554.00| 28.00000 6328.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0175 609001-001 24.000 SY | 55.00000 1320.00| 65.00000 1560.00| 50.00000 1200.00 CONCRETE SIDEWALK | | | 0180 610001-003 207.000 LF | 32.00000 6624.00| 49.00000 10143.00| 35.00000 7245.00 PLAIN CONCRETE CURBING, TYPE III | | | 0185 610005-003 1705.000 LF | 17.00000 28985.00| 17.00000 28985.00| 16.50000 28132.50 BITUMINOUS CURB, TYPE III | | | 0190 610006-007 261.000 LF | 50.00000 13050.00| 51.00000 13311.00| 80.00000 20880.00 MEDIAN, TYPE VII | | | 0195 610006-007 2512.000 LF | 115.00000 288880.00| 108.00000 271296.00| 145.00000 364240.00 MEDIAN, TYPE VII MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 34-0420560 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 633003-001 13.000 CY | 75.00000 975.00| 130.00000 1690.00| 75.00000 975.00 DUMPED ROCK GUTTER | | | 0205 636007-001 58712.000 LF | 0.25000 14678.00| 0.26000 15265.12| 0.25000 14678.00 ERADICATION OF PAVEMENT MARKING | | | 0210 636008-001 44897.000 LF | 0.35000 15713.95| 0.26000 11673.22| 0.35000 15713.95 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0215 636011-001 84519.000 UN | 0.80000 67615.20| 0.80000 67615.20| 0.85000 71841.15 TRAFFIC CONTROL DEVICE | | | 0220 636012-010 10.000 EA | 200.00000 2000.00| 210.00000 2100.00| 200.00000 2000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0225 636013-001 500.000 EA | 2.00000 1000.00| 2.10000 1050.00| 2.00000 1000.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0230 636014-001 500.000 HR | 42.00000 21000.00| 87.00000 43500.00| 42.00000 21000.00 FLAGGER | | | 0235 636014-002 1000.000 HR | 40.00000 40000.00| 36.00000 36000.00| 40.00000 40000.00 TRAFFIC DIRECTOR | | | 0240 636017-001 7708.000 LF | 6.00000 46248.00| 13.65000 105214.20| 18.00000 138744.00 TEMPORARY CONCRETE BARRIER | | | 0245 636017-001 740.000 LF | 45.00000 33300.00| 32.75000 24235.00| 30.00000 22200.00 TEMPORARY CONCRETE BARRIER ,MODIFIED | | | 0250 636018-001 1160.000 LF | 15.00000 17400.00| 15.50000 17980.00| 8.00000 9280.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER ,MODIFIED | | | 0255 636018-001 260.000 LF | 15.00000 3900.00| 3.00000 780.00| 32.00000 8320.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0260 636018-001 6968.000 LF | 5.00000 34840.00| 3.00000 20904.00| 2.75000 19162.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0265 636021-001 45.000 DA | 20.00000 900.00| 21.00000 945.00| 20.00000 900.00 ELECTRIC ARROW | | | 0270 636022-001 900.000 DA | 37.00000 33300.00| 39.00000 35100.00| 37.00000 33300.00 CHANGAEBLE MESSAGE SIGN | | | 0275 636025-001 7600.000 DA | 1.00000 7600.00| 1.00000 7600.00| 1.00000 7600.00 WARNING LIGHTS, TYPE B | | | 0280 636028-001 50.000 DA | 17.00000 850.00| 77.00000 3850.00| 85.00000 4250.00 SHADOW VEHICLE | | | 0285 636029-001 250.000 DA | 542.00000 135500.00| 280.00000 70000.00| 500.00000 125000.00 ROADSIDE ASSISTANCE SERVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 34-0420560 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 636030-001 450.000 DA | 33.00000 14850.00| 34.00000 15300.00| 33.00000 14850.00 SPEED MONITORING TRAILER | | | 0295 637001-001 66.000 MG | 70.00000 4620.00| 35.00000 2310.00| 60.00000 3960.00 WATER FOR DUST PALLIATIVE | | | 0300 638003-001 7.000 EA | 185.00000 1295.00| 230.00000 1610.00| 150.00000 1050.00 SURVEY MARKER | | | 0305 639001-001 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| 55000.00000 55000.00 CONSTRUCTION LAYOUT STAKE | | | 0310 640001-001 11.000 MO | 1640.00000 18040.00| 1000.00000 11000.00| 1500.00000 16500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0315 640003-001 LUMP| 2600.00000 2600.00| 1100.00000 1100.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0316 642004-004 483.000 LB | 12.50000 6037.50| 13.00000 6279.00| 13.00000 6279.00 SEED MIXTURE, L | | | 0317 642005-001 9.000 TN | 200.00000 1800.00| 210.00000 1890.00| 200.00000 1800.00 MULCH, STRAW OR HAY | | | 0318 642005-002 4.000 TN | 525.00000 2100.00| 540.00000 2160.00| 525.00000 2100.00 MULCH, WOOD CELLULOSE FIBER | | | 0319 642006-001 4.000 TN | 225.00000 900.00| 230.00000 920.00| 225.00000 900.00 FERTILIZER | | | 0321 642010-001 7.000 TN | 60.00000 420.00| 82.00000 574.00| 60.00000 420.00 AGRICULTURAL LIMESTONE | | | 0322 642012-001 5630.000 LF | 2.00000 11260.00| 2.60000 14638.00| 2.60000 14638.00 SILT FENCE | | | 0325 664001-008 13.000 EA | 5500.00000 71500.00| 4900.00000 63700.00| 3200.00000 41600.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0330 664001-009 5.000 EA | 2000.00000 10000.00| 620.00000 3100.00| 600.00000 3000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0335 401001-011 AA1 14905.000 TN | 47.00000 700535.00| 48.00000 715440.00| 53.00000 789965.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0340 401001-012 AA2 14229.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0345 401001-011 AB1 400.000 TN | 175.00000 70000.00| 180.00000 72000.00| 175.00000 70000.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I, FOR BASE | | | FAILURE REPAIR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 34-0420560 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 401001-012 AB2 400.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I, FOR BASE FAILURE REPAIR | | | 0355 401014-011 BB1 26.000 TN | 50.00000 1300.00| 51.00000 1326.00| 50.00000 1300.00 SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE I | | | 0360 401014-012 BB2 25.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE I | | | 0365 401001-001 CC1 9322.000 TN | 46.50000 433473.00| 48.00000 447456.00| 47.00000 438134.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE II | | | 0370 401001-002 CC2 8897.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | II | | | 0375 402001-011 DD1 3379.000 TN | 58.50000 197671.50| 60.00000 202740.00| 59.00000 199361.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0380 402001-012 DD2 3226.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0385 604002-016 EE1 859.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0390 604025-016 EE2 859.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0395 604076-016 EE3 859.000 LF | 40.00000 34360.00| 72.00000 61848.00| 41.00000 35219.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0400 604002-020 FF1 10.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0405 604025-020 FF2 10.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0410 604076-020 FF3 10.000 LF | 75.00000 750.00| 142.00000 1420.00| 70.00000 700.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 34-0420560 |AHERN & ASSOCIATES |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 | $ 4,365,945.90| $ 4,782,928.34| $ 5,293,541.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 PILE RETAINING WALL | | | 0415 614001-003 332.000 LF | 100.00000 33200.00| 210.00000 69720.00| 250.00000 83000.00 HP10X42 STEEL PILE | | | 0420 614003-001 1275.000 SF | 36.00000 45900.00| 16.00000 20400.00| 12.00000 15300.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0425 639001-001 LUMP| 7500.00000 7500.00| 1500.00000 1500.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 86,600.00| $ 91,620.00| $ 100,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #2333.1 - DUNBAR I/C | | | 0430 203001-000 LUMP| 250000.00000 250000.00| 210000.00000 210000.00| 215000.00000 215000.00 DISMANTLING STRUCTURE | | | 0435 212001-000 538.000 CY | 70.00000 37660.00| 86.00000 46268.00| 60.00000 32280.00 STRUCTURE EXCAVATION | | | 0440 212005-000 139.000 CY | 85.00000 11815.00| 68.00000 9452.00| 80.00000 11120.00 SELECT MATERIAL FOR BACKFILLING | | | 0445 218005-000 511.000 SY | 80.00000 40880.00| 110.00000 56210.00| 90.00000 45990.00 CONCRETE SLOPE PROTECTION | | | 0450 601002-001 365.000 CY | 600.00000 219000.00| 877.00000 320105.00| 850.00000 310250.00 CLASS B CONCRETE | | | 0455 601003-001 86.000 CY | 675.00000 58050.00| 590.00000 50740.00| 1100.00000 94600.00 CLASS K CONCRETE | | | 0460 601009-001 817.000 CY | 600.00000 490200.00| 540.00000 441180.00| 800.00000 653600.00 CLASS H CONCRETE | | | 0465 601014-001 LUMP| 100.00000 100.00| 3000.00000 3000.00| 2000.00000 2000.00 TEST SLAB | | | 0470 602001-001 45224.000 LB | 0.90000 40701.60| 0.78000 35274.72| 0.70000 31656.80 REINFORCING STEEL BAR | | | 0475 602002-001 232363.000 LB | 0.90000 209126.70| 0.84000 195184.92| 0.90000 209126.70 EPOXY COATED REINFORCING STEEL BAR | | | 0477 615001-001 1.000 LS | 750000.00000 750000.00| 815000.00000 815000.00| 625000.00000 625000.00 STEEL SUPERSTRUCTURE | | | 0480 616004-006 3921.000 LF | 30.00000 117630.00| 32.00000 125472.00| 36.00000 141156.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0485 631001-001 LUMP| 12000.00000 12000.00| 23000.00000 23000.00| 12000.00000 12000.00 ELECTRICAL WORK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 34-0420560 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 639001-001 LUMP| 7500.00000 7500.00| 13000.00000 13000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,244,663.30| $ 2,343,886.64| $ 2,408,779.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #2335.1 - WESTMORELAND DR. | | | 0495 203001-000 LUMP| 150000.00000 150000.00| 140000.00000 140000.00| 125000.00000 125000.00 DISMANTLING STRUCTURE | | | 0500 212001-000 617.000 CY | 65.00000 40105.00| 50.00000 30850.00| 60.00000 37020.00 STRUCTURE EXCAVATION | | | 0505 212005-000 133.000 CY | 87.00000 11571.00| 68.00000 9044.00| 80.00000 10640.00 SELECT MATERIAL FOR BACKFILLING | | | 0510 218005-000 202.000 SY | 90.00000 18180.00| 110.00000 22220.00| 90.00000 18180.00 CONCRETE SLOPE PROTECTION | | | 0515 601002-001 239.000 CY | 700.00000 167300.00| 870.00000 207930.00| 850.00000 203150.00 CLASS B CONCRETE | | | 0520 601003-001 43.000 CY | 725.00000 31175.00| 650.00000 27950.00| 1250.00000 53750.00 CLASS K CONCRETE | | | 0525 601009-001 566.000 CY | 500.00000 283000.00| 600.00000 339600.00| 775.00000 438650.00 CLASS H CONCRETE | | | 0530 601014-001 LUMP| 100.00000 100.00| 3000.00000 3000.00| 2000.00000 2000.00 TEST SLAB | | | 0535 602001-001 24589.000 LB | 0.90000 22130.10| 0.78000 19179.42| 0.70000 17212.30 REINFORCING STEEL BAR | | | 0540 602002-001 134369.000 LB | 0.90000 120932.10| 0.84000 112869.96| 0.75000 100776.75 EPOXY COATED REINFORCING STEEL BAR | | | 0545 615001-001 1.000 LS | 300000.00000 300000.00| 200000.00000 200000.00| 250000.00000 250000.00 STEEL SUPERSTRUCTURE | | | 0550 616004-003 2709.000 LF | 26.00000 70434.00| 28.00000 75852.00| 36.00000 97524.00 HP10X42 STEEL BEARING PILE, DRIVEN | | | 0555 631001-001 LUMP| 12000.00000 12000.00| 22000.00000 22000.00| 12000.00000 12000.00 ELECTRICAL WORK | | | 0560 639001-001 LUMP| 7500.00000 7500.00| 8800.00000 8800.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,234,427.20| $ 1,219,295.38| $ 1,385,903.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNING & PAVEMENT MARKINGS | | | 0565 657006-001 59.000 LF | 30.00000 1770.00| 49.00000 2891.00| 18.00000 1062.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 34-0420560 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 657010-001 266.000 LF | 6.50000 1729.00| 9.20000 2447.20| 6.00000 1596.00 3.00 LB CHANNEL POST | | | 0575 657017-001 1.200 CY | 1800.00000 2160.00| 960.00000 1152.00| 900.00000 1080.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0580 657018-001 17.000 EA | 60.00000 1020.00| 62.00000 1054.00| 60.00000 1020.00 POST REMOVAL | | | 0585 658001-001 19.400 CY | 1100.00000 21340.00| 980.00000 19012.00| 950.00000 18430.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0590 658003-001 1.000 EA | 40000.00000 40000.00| 41000.00000 41000.00| 39500.00000 39500.00 OVERHEAD SIGN, GALVANIZED STEEL 29 | | | 0595 658003-001 1.000 EA | 13000.00000 13000.00| 13000.00000 13000.00| 12500.00000 12500.00 OVERHEAD SIGN, GALVANIZED STEEL 30 | | | 0596 659001-001 LUMP| 11500.00000 11500.00| 12000.00000 12000.00| 11400.00000 11400.00 SIGN LIGHTING, TYPE 3 29 | | | 0597 659001-001 LUMP| 3200.00000 3200.00| 6100.00000 6100.00| 3150.00000 3150.00 SIGN LIGHTING, TYPE 3 30 | | | 0600 661001-001 88.000 SF | 15.00000 1320.00| 15.25000 1342.00| 15.00000 1320.00 0.080 IN FLAT SHEET SIGN | | | 0605 661002-001 972.000 SF | 17.00000 16524.00| 17.50000 17010.00| 17.00000 16524.00 EXTRUDED PANEL SIGN | | | 0610 661011-001 5.000 EA | 125.00000 625.00| 130.00000 650.00| 125.00000 625.00 INSTALLATION OF REUSABLE SIGN | | | 0615 663001-019 8027.000 LF | 0.85000 6822.95| 0.86000 6903.22| 0.50000 4013.50 EDGE LINE, TYPE IX WHITE | | | 0620 663001-019 6629.000 LF | 0.85000 5634.65| 0.86000 5700.94| 0.50000 3314.50 EDGE LINE, TYPE IX YELLOW | | | 0625 663002-019 3132.000 LF | 1.00000 3132.00| 1.00000 3132.00| 0.80000 2505.60 LANE LINE OR CENTERLINE, TYPE IX WHITE | | | 0630 663007-010 320.000 LF | 12.00000 3840.00| 12.00000 3840.00| 11.50000 3680.00 STRIPE, TYPE V ,WHITE 24" | | | 0635 663007-015 3992.000 LF | 8.00000 31936.00| 8.00000 31936.00| 8.00000 31936.00 STRIPE, TYPE VIIB ,YELLOW 24" | | | 0640 663012-208 153.000 EA | 50.00000 7650.00| 26.00000 3978.00| 32.00000 4896.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 173,203.60| $ 173,148.36| $ 158,552.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 COMPUTER SYSTEM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 34-0420560 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0645 640004-001 LUMP| 4000.00000 4000.00| 2200.00000 2200.00| 3500.00000 3500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 2,200.00| $ 3,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 ON THE JOB TRAINING | | | 0650 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 LIGHTING | | | 0655 662002-001 LUMP| 71000.00000 71000.00| 100000.00000 100000.00| 71000.00000 71000.00 GALVANIZED STEEL CONDUIT 01 | | | 0660 662006-001 28.000 EA | 1130.00000 31640.00| 1200.00000 33600.00| 1125.00000 31500.00 JUNCTION BOX, TYPE H 18"X18" | | | 0665 662007-001 15.000 EA | 860.00000 12900.00| 890.00000 13350.00| 850.00000 12750.00 LUMINAIRE, ,400W | | | 0670 662007-001 12.000 EA | 660.00000 7920.00| 750.00000 9000.00| 650.00000 7800.00 LUMINAIRE, ,150W | | | 0675 662008-001 1.000 LS | 161000.00000 161000.00| 91000.00000 91000.00| 160000.00000 160000.00 CABLE, 01 | | | 0680 662010-002 15.000 EA | 3900.00000 58500.00| 3400.00000 51000.00| 3900.00000 58500.00 LIGHTING SUPPORT, TYPE II, (40-12) | | | 0685 662013-001 LUMP| 31000.00000 31000.00| 38000.00000 38000.00| 30000.00000 30000.00 SERVICE AND CONTROL STATION, 01 | | | 0690 662014-001 LUMP| 41000.00000 41000.00| 153000.00000 153000.00| 40000.00000 40000.00 INCIDENTAL ELECTRICAL WORK | | | 0695 662015-001 1.000 LS | 100.00000 100.00| 1900.00000 1900.00| 100.00000 100.00 ELECTRICAL TEST, 01 | | | 0700 662016-001 LUMP| 49000.00000 49000.00| 66000.00000 66000.00| 48000.00000 48000.00 SYSTEM MODIFICATION | | | SECTION TOTALS | $ 464,060.00| $ 556,850.00| $ 459,650.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,573,700.00| $ 9,170,728.72| $ 9,811,026.65 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 135000.00000 135000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 200000.00000 200000.00| | MOBILIZATION | | | 0015 207001-001 32794.000 CY | 13.25000 434520.50| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 3389.000 CY | 35.00000 118615.00| | SUBGRADE | | | 0025 207033-000 18204.000 SY | 1.40000 25485.60| | FABRIC FOR SUBGRADE STABILIZATION | | | 0030 207034-000 29072.000 SY | 1.25000 36340.00| | FABRIC FOR SEPARATION | | | 0035 211002-000 12713.000 CY | 30.00000 381390.00| | ROCK BORROW EXCAVATION | | | 0040 229001-000 0.600 MI | 5800.00000 3480.00| | SHOULDER AND DITCH | | | 0045 240001-000 715.000 LF | 10.00000 7150.00| | CLEAN CULVERT | | | 0050 307001-000 3620.000 CY | 35.00000 126700.00| | AGGREGATE BASE COURSE, CLASS I | | | 0055 311006-001 2234.000 CY | 65.00000 145210.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0060 408002-001 831.000 GA | 1.05000 872.55| | BITUMINOUS MATERIAL | | | 0070 415005-001 26863.000 SY | 2.75000 73873.25| | REMOVE EXISTING PAVEMENT SURFACE | | | 0075 501010-001 8.000 EA | 5500.00000 44000.00| | BRIDGE APPROACH EXPANSION JOINT | | | 0080 502001-012 1316.000 SY | 125.00000 164500.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 601002-001 9.000 CY | 1300.00000 11700.00| | CLASS B CONCRETE | | | 0090 604037-028 12.000 LF | 130.00000 1560.00| | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0095 605003-001 4.000 EA | 7500.00000 30000.00| | TYPE A INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -12 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 605010-001 13.000 EA | 2750.00000 35750.00| | TYPE H INLET | | | 0105 605012-001 2.000 EA | 700.00000 1400.00| | ADJUST INLET TYPE G | | | 0110 605012-001 3.000 EA | 900.00000 2700.00| | ADJUST INLET TYPE MISCELLANEOUS | | | 0115 605014-001 3.000 EA | 4500.00000 13500.00| | MODIFIED INLET, TYPE H | | | 0120 606020-001 384.000 LF | 25.00000 9600.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 12" | | | 0125 606029-001 10448.000 LF | 8.00000 83584.00| | FREE DRAINING BASE TRENCH | | | 0130 606030-001 1348.000 LF | 22.50000 30330.00| | OUTLET PIPE | | | 0135 607001-001 4809.000 LF | 9.50000 45685.50| | TYPE 1 GUARDRAIL, CLASS I | | | 0140 607006-001 3.000 EA | 800.00000 2400.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607006-002 7.000 EA | 900.00000 6300.00| | MODIFIED THRIE BEAM GUARDRAIL BRIDGE | | | TRANSITION | | | 0150 607009-001 819.000 LF | 5.00000 4095.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0155 607010-020 5407.000 LF | 1.25000 6758.75| | GUARDRAIL REMOVAL | | | 0160 607030-001 4.000 EA | 450.00000 1800.00| | SPECIAL TRAILING END TERMINAL | | | 0165 607066-001 5.000 EA | 1650.00000 8250.00| | TANGENT END TERMINAL | | | 0170 608001-006 226.000 LF | 30.00000 6780.00| | 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0175 609001-001 24.000 SY | 150.00000 3600.00| | CONCRETE SIDEWALK | | | 0180 610001-003 207.000 LF | 35.00000 7245.00| | PLAIN CONCRETE CURBING, TYPE III | | | 0185 610005-003 1705.000 LF | 17.00000 28985.00| | BITUMINOUS CURB, TYPE III | | | 0190 610006-007 261.000 LF | 115.00000 30015.00| | MEDIAN, TYPE VII | | | 0195 610006-007 2512.000 LF | 250.00000 628000.00| | MEDIAN, TYPE VII MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -13 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 633003-001 13.000 CY | 58.00000 754.00| | DUMPED ROCK GUTTER | | | 0205 636007-001 58712.000 LF | 0.40000 23484.80| | ERADICATION OF PAVEMENT MARKING | | | 0210 636008-001 44897.000 LF | 0.25000 11224.25| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0215 636011-001 84519.000 UN | 2.00000 169038.00| | TRAFFIC CONTROL DEVICE | | | 0220 636012-010 10.000 EA | 275.00000 2750.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0225 636013-001 500.000 EA | 2.60000 1300.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0230 636014-001 500.000 HR | 40.00000 20000.00| | FLAGGER | | | 0235 636014-002 1000.000 HR | 35.00000 35000.00| | TRAFFIC DIRECTOR | | | 0240 636017-001 7708.000 LF | 15.00000 115620.00| | TEMPORARY CONCRETE BARRIER | | | 0245 636017-001 740.000 LF | 30.00000 22200.00| | TEMPORARY CONCRETE BARRIER ,MODIFIED | | | 0250 636018-001 1160.000 LF | 11.50000 13340.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER ,MODIFIED | | | 0255 636018-001 260.000 LF | 21.00000 5460.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0260 636018-001 6968.000 LF | 8.00000 55744.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0265 636021-001 45.000 DA | 10.00000 450.00| | ELECTRIC ARROW | | | 0270 636022-001 900.000 DA | 40.00000 36000.00| | CHANGAEBLE MESSAGE SIGN | | | 0275 636025-001 7600.000 DA | 0.75000 5700.00| | WARNING LIGHTS, TYPE B | | | 0280 636028-001 50.000 DA | 100.00000 5000.00| | SHADOW VEHICLE | | | 0285 636029-001 250.000 DA | 600.00000 150000.00| | ROADSIDE ASSISTANCE SERVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -14 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 636030-001 450.000 DA | 35.00000 15750.00| | SPEED MONITORING TRAILER | | | 0295 637001-001 66.000 MG | 70.00000 4620.00| | WATER FOR DUST PALLIATIVE | | | 0300 638003-001 7.000 EA | 450.00000 3150.00| | SURVEY MARKER | | | 0305 639001-001 LUMP| 50000.00000 50000.00| | CONSTRUCTION LAYOUT STAKE | | | 0310 640001-001 11.000 MO | 1200.00000 13200.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0315 640003-001 LUMP| 5000.00000 5000.00| | BUILDING EQUIPMENT | | | 0316 642004-004 483.000 LB | 12.50000 6037.50| | SEED MIXTURE, L | | | 0317 642005-001 9.000 TN | 200.00000 1800.00| | MULCH, STRAW OR HAY | | | 0318 642005-002 4.000 TN | 525.00000 2100.00| | MULCH, WOOD CELLULOSE FIBER | | | 0319 642006-001 4.000 TN | 225.00000 900.00| | FERTILIZER | | | 0321 642010-001 7.000 TN | 60.00000 420.00| | AGRICULTURAL LIMESTONE | | | 0322 642012-001 5630.000 LF | 2.65000 14919.50| | SILT FENCE | | | 0325 664001-008 13.000 EA | 3200.00000 41600.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0330 664001-009 5.000 EA | 600.00000 3000.00| | REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0335 401001-011 AA1 14905.000 TN | 47.00000 700535.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0340 401001-012 AA2 14229.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0345 401001-011 AB1 400.000 TN | 175.00000 70000.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I, FOR BASE | | | FAILURE REPAIR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -15 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 401001-012 AB2 400.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I, FOR BASE FAILURE REPAIR | | | 0355 401014-011 BB1 26.000 TN | 50.00000 1300.00| | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE I | | | 0360 401014-012 BB2 25.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE I | | | 0365 401001-001 CC1 9322.000 TN | 46.00000 428812.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE II | | | 0370 401001-002 CC2 8897.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | II | | | 0375 402001-011 DD1 3379.000 TN | 58.00000 195982.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0380 402001-012 DD2 3226.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0385 604002-016 EE1 859.000 LF | 40.00000 34360.00| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0390 604025-016 EE2 859.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0395 604076-016 EE3 859.000 LF | | | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0400 604002-020 FF1 10.000 LF | 150.00000 1500.00| | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0405 604025-020 FF2 10.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0410 604076-020 FF3 10.000 LF | | | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -16 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 5,165,226.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 PILE RETAINING WALL | | | 0415 614001-003 332.000 LF | 300.00000 99600.00| | HP10X42 STEEL PILE | | | 0420 614003-001 1275.000 SF | 17.00000 21675.00| | CONCRETE LAGGING, THICKNESS 6 INCH | | | 0425 639001-001 LUMP| 2000.00000 2000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 123,275.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #2333.1 - DUNBAR I/C | | | 0430 203001-000 LUMP| 242000.00000 242000.00| | DISMANTLING STRUCTURE | | | 0435 212001-000 538.000 CY | 60.00000 32280.00| | STRUCTURE EXCAVATION | | | 0440 212005-000 139.000 CY | 60.00000 8340.00| | SELECT MATERIAL FOR BACKFILLING | | | 0445 218005-000 511.000 SY | 55.00000 28105.00| | CONCRETE SLOPE PROTECTION | | | 0450 601002-001 365.000 CY | 610.00000 222650.00| | CLASS B CONCRETE | | | 0455 601003-001 86.000 CY | 1010.00000 86860.00| | CLASS K CONCRETE | | | 0460 601009-001 817.000 CY | 700.00000 571900.00| | CLASS H CONCRETE | | | 0465 601014-001 LUMP| 1000.00000 1000.00| | TEST SLAB | | | 0470 602001-001 45224.000 LB | 0.90000 40701.60| | REINFORCING STEEL BAR | | | 0475 602002-001 232363.000 LB | 1.20000 278835.60| | EPOXY COATED REINFORCING STEEL BAR | | | 0477 615001-001 1.000 LS | 740000.00000 740000.00| | STEEL SUPERSTRUCTURE | | | 0480 616004-006 3921.000 LF | 40.00000 156840.00| | HP12X53 STEEL BEARING PILE, DRIVEN | | | 0485 631001-001 LUMP| 18000.00000 18000.00| | ELECTRICAL WORK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -17 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 639001-001 LUMP| 25000.00000 25000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,452,512.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #2335.1 - WESTMORELAND DR. | | | 0495 203001-000 LUMP| 155000.00000 155000.00| | DISMANTLING STRUCTURE | | | 0500 212001-000 617.000 CY | 65.00000 40105.00| | STRUCTURE EXCAVATION | | | 0505 212005-000 133.000 CY | 70.00000 9310.00| | SELECT MATERIAL FOR BACKFILLING | | | 0510 218005-000 202.000 SY | 65.00000 13130.00| | CONCRETE SLOPE PROTECTION | | | 0515 601002-001 239.000 CY | 610.00000 145790.00| | CLASS B CONCRETE | | | 0520 601003-001 43.000 CY | 1010.00000 43430.00| | CLASS K CONCRETE | | | 0525 601009-001 566.000 CY | 750.00000 424500.00| | CLASS H CONCRETE | | | 0530 601014-001 LUMP| 1000.00000 1000.00| | TEST SLAB | | | 0535 602001-001 24589.000 LB | 0.90000 22130.10| | REINFORCING STEEL BAR | | | 0540 602002-001 134369.000 LB | 1.20000 161242.80| | EPOXY COATED REINFORCING STEEL BAR | | | 0545 615001-001 1.000 LS | 375000.00000 375000.00| | STEEL SUPERSTRUCTURE | | | 0550 616004-003 2709.000 LF | 45.00000 121905.00| | HP10X42 STEEL BEARING PILE, DRIVEN | | | 0555 631001-001 LUMP| 18000.00000 18000.00| | ELECTRICAL WORK | | | 0560 639001-001 LUMP| 25000.00000 25000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,555,542.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNING & PAVEMENT MARKINGS | | | 0565 657006-001 59.000 LF | 20.00000 1180.00| | S4X7.7, A-441 SUPPORT, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -18 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 657010-001 266.000 LF | 7.00000 1862.00| | 3.00 LB CHANNEL POST | | | 0575 657017-001 1.200 CY | 770.00000 924.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0580 657018-001 17.000 EA | 45.00000 765.00| | POST REMOVAL | | | 0585 658001-001 19.400 CY | 800.00000 15520.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0590 658003-001 1.000 EA | 15000.00000 15000.00| | OVERHEAD SIGN, GALVANIZED STEEL 29 | | | 0595 658003-001 1.000 EA | 15000.00000 15000.00| | OVERHEAD SIGN, GALVANIZED STEEL 30 | | | 0596 659001-001 LUMP| 12000.00000 12000.00| | SIGN LIGHTING, TYPE 3 29 | | | 0597 659001-001 LUMP| 4000.00000 4000.00| | SIGN LIGHTING, TYPE 3 30 | | | 0600 661001-001 88.000 SF | 20.00000 1760.00| | 0.080 IN FLAT SHEET SIGN | | | 0605 661002-001 972.000 SF | 20.00000 19440.00| | EXTRUDED PANEL SIGN | | | 0610 661011-001 5.000 EA | 175.00000 875.00| | INSTALLATION OF REUSABLE SIGN | | | 0615 663001-019 8027.000 LF | 1.00000 8027.00| | EDGE LINE, TYPE IX WHITE | | | 0620 663001-019 6629.000 LF | 1.00000 6629.00| | EDGE LINE, TYPE IX YELLOW | | | 0625 663002-019 3132.000 LF | 1.10000 3445.20| | LANE LINE OR CENTERLINE, TYPE IX WHITE | | | 0630 663007-010 320.000 LF | 12.00000 3840.00| | STRIPE, TYPE V ,WHITE 24" | | | 0635 663007-015 3992.000 LF | 8.00000 31936.00| | STRIPE, TYPE VIIB ,YELLOW 24" | | | 0640 663012-208 153.000 EA | 30.00000 4590.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 146,793.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 COMPUTER SYSTEM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 006 -19 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9906415 COUNTIES : KANAWHA LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0645 640004-001 LUMP| 5000.00000 5000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 ON THE JOB TRAINING | | | 0650 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 LIGHTING | | | 0655 662002-001 LUMP| 80000.00000 80000.00| | GALVANIZED STEEL CONDUIT 01 | | | 0660 662006-001 28.000 EA | 1200.00000 33600.00| | JUNCTION BOX, TYPE H 18"X18" | | | 0665 662007-001 15.000 EA | 875.00000 13125.00| | LUMINAIRE, ,400W | | | 0670 662007-001 12.000 EA | 770.00000 9240.00| | LUMINAIRE, ,150W | | | 0675 662008-001 1.000 LS | 160000.00000 160000.00| | CABLE, 01 | | | 0680 662010-002 15.000 EA | 3500.00000 52500.00| | LIGHTING SUPPORT, TYPE II, (40-12) | | | 0685 662013-001 LUMP| 34000.00000 34000.00| | SERVICE AND CONTROL STATION, 01 | | | 0690 662014-001 LUMP| 40000.00000 40000.00| | INCIDENTAL ELECTRICAL WORK | | | 0695 662015-001 1.000 LS | 1000.00000 1000.00| | ELECTRICAL TEST, 01 | | | 0700 662016-001 LUMP| 50000.00000 50000.00| | SYSTEM MODIFICATION | | | SECTION TOTALS | $ 473,465.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,922,614.50| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0117901 COUNTIES : HARRISON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : EMILY DRIVE PROJECT(S) : S317-0050/87-000.00 00 LOCATION: US 50 - 0.66 MI E US 50 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 82,523.40 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 86,646.90 104.9967% 3 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 89,694.70 108.6900% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0117901 COUNTIES : HARRISON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 |(3) 55-0592491 |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS COR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204003-000 1.000 EA | 100.00000 100.00| 550.00000 550.00| 600.00000 600.00 MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0010 204003-000 1.000 EA | 100.00000 100.00| 550.00000 550.00| 850.00000 850.00 MOBILIZATION, PER JOB ORDER (3 DAY | | | TEMPORARY) | | | 0015 408002-001 700.000 GA | 1.00000 700.00| 0.01000 7.00| 0.01000 7.00 BITUMINOUS MATERIAL | | | 0020 636011-001 1510.000 UN | 1.00000 1510.00| 1.30000 1963.00| 5.68000 8576.80 TRAFFIC CONTROL DEVICE | | | 0025 636014-001 120.000 HR | 0.01000 1.20| 40.00000 4800.00| 36.37000 4364.40 FLAGGER | | | 0030 663002-004 0.420 MI | 860.00000 361.20| 880.00000 369.60| 1000.00000 420.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | (PERMANENT) | | | 0035 663002-004 0.420 MI | 860.00000 361.20| 880.00000 369.60| 1250.00000 525.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | (3 DAY TEMPORARY) | | | 0040 663002-004 1.090 MI | 860.00000 937.40| 815.00000 888.35| 1000.00000 1090.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0045 663002-004 1.090 MI | 860.00000 937.40| 815.00000 888.35| 1250.00000 1362.50 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (3 DAY TEMPORARY) | | | 0050 663005-010 60.000 LF | 16.00000 960.00| 12.10000 726.00| 11.75000 705.00 STOP LINE, TYPE V 24 INCH | | | 0055 663010-010 6.000 EA | 205.00000 1230.00| 170.50000 1023.00| 190.00000 1140.00 LANE ARROW, TYPE V | | | 0060 663011-010 12.000 EA | 72.00000 864.00| 66.00000 792.00| 65.00000 780.00 LANE LETTER, TYPE V | | | 0065 402001-001 AA1 1900.000 TN | 39.19000 74461.00| 38.80000 73720.00| 36.46000 69274.00 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE 1 | | | 0070 402001-002 AA2 1710.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 82,523.40| $ 86,646.90| $ 89,694.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 82,523.40| $ 86,646.90| $ 89,694.70 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0005418 COUNTIES : MARSHALL LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : BELTON-CAMERON ROAD PROJECT(S) : S326-0250/00-004.65 00 0STP 0250 131 E00 LOCATION: BEG: 0.64 MI N CR 250/10 END: JCT CR 94 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1459264 TRI-STATE ASPHALT COMPANY $ 377,309.33 100.0000% 2 55-0601828 KLUG BROS., INC. $ 377,815.03 100.1340% 3 34-1308133 DAVID P. LASH JR. DBA LASH EXCAVATING & PAVING $ 423,442.88 112.2269% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0005418 COUNTIES : MARSHALL LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 31-1459264 |(2) 55-0601828 |(3) 34-1308133 |TRI-STATE ASPHALT COMPANY |KLUG BROS., INC. |LASH EXCAVATING & PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204003-000 1.000 EA | 1300.00000 1300.00| 525.00000 525.00| 1355.00000 1355.00 MOBILIZATION, PER PERM PAINT | | | 0010 204003-000 1.000 EA | 1950.00000 1950.00| 775.00000 775.00| 150.00000 150.00 MOBILIZATION, PER TEMP PAINT | | | 0015 211008-000 85.000 TN | 32.10000 2728.50| 35.25000 2996.25| 40.00000 3400.00 ROCK BORROW EXCAVATION | | | 0020 229001-000 3.420 MI | 7624.00000 26074.08| 8075.00000 27616.50| 8200.00000 28044.00 SHOULDER AND DITCH | | | 0025 240001-000 5.000 LF | 36.00000 180.00| 36.40000 182.00| 40.00000 200.00 CLEAN CULVERT 12 IN | | | 0030 240001-000 39.000 LF | 36.00000 1404.00| 36.40000 1419.60| 40.00000 1560.00 CLEAN CULVERT 15 IN | | | 0035 408002-001 3151.000 GA | 1.50000 4726.50| 1.00000 3151.00| 2.00000 6302.00 BITUMINOUS MATERIAL | | | 0040 604001-016 495.000 LF | 65.00000 32175.00| 71.00000 35145.00| 141.00000 69795.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0045 604072-112 3.000 EA | 400.00000 1200.00| 447.00000 1341.00| 265.00000 795.00 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0050 605004-001 3.000 EA | 1500.00000 4500.00| 1593.00000 4779.00| 1370.50000 4111.50 TYPE B INLET | | | 0055 605009-001 9.000 EA | 1600.00000 14400.00| 1685.00000 15165.00| 1536.75000 13830.75 TYPE G INLET | | | 0060 605012-001 1.000 EA | 750.00000 750.00| 900.00000 900.00| 420.00000 420.00 ADJUST INLET TYPE B | | | 0065 607001-001 350.000 LF | 14.30000 5005.00| 14.40000 5040.00| 15.00000 5250.00 TYPE 1 GUARDRAIL, CLASS II | | | 0070 607009-001 100.000 LF | 3.00000 300.00| 3.80000 380.00| 3.16000 316.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 607010-020 350.000 LF | 1.00000 350.00| 1.05000 367.50| 1.05000 367.50 GUARDRAIL REMOVAL | | | 0080 622003-001 16.000 EA | 95.00000 1520.00| 100.00000 1600.00| 170.00000 2720.00 CANTILEVER MAILBOX SUPPORT | | | 0085 636011-001 3490.000 UN | 1.15000 4013.50| 0.90000 3141.00| 1.00000 3490.00 TRAFFIC CONTROL DEVICE | | | 0090 636014-001 450.000 HR | 40.00000 18000.00| 41.98000 18891.00| 42.00000 18900.00 FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0005418 COUNTIES : MARSHALL LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 31-1459264 |(2) 55-0601828 |(3) 34-1308133 |TRI-STATE ASPHALT COMPANY |KLUG BROS., INC. |LASH EXCAVATING & PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 642004-002 459.000 LB | 1.75000 803.25| 1.80000 826.20| 4.95000 2272.05 SEED MIXTURE, B | | | 0100 642005-001 3.510 TN | 1000.00000 3510.00| 1022.00000 3587.22| 817.15000 2868.19 MULCH, STRAW OR HAY | | | 0105 642006-001 2.340 TN | 300.00000 702.00| 300.00000 702.00| 953.15000 2230.37 FERTILIZER | | | 0110 642031-001 52.000 EA | 30.00000 1560.00| 44.00000 2288.00| 53.00000 2756.00 DITCH CHECK | | | 0115 663001-005 6.820 MI | 420.00000 2864.40| 635.00000 4330.70| 439.75000 2999.10 EDGE LINE, TYPE II PERM WHITE | | | 0120 663001-005 6.820 MI | 420.00000 2864.40| 659.00000 4494.38| 997.95000 6806.02 EDGE LINE, TYPE II TEMP WHITE | | | 0125 663002-004 6.820 MI | 420.00000 2864.40| 635.00000 4330.70| 439.75000 2999.10 LANE LINE OR CENTERLINE, TYPE II PERM | | | TELLOW | | | 0130 663002-004 6.820 MI | 420.00000 2864.40| 659.00000 4494.38| 1302.50000 8883.05 LANE LINE OR CENTERLINE, TYPE II TEMP | | | YELLOW | | | 0135 308001-001 AA1 1751.000 TN | 23.50000 41148.50| 20.44000 35790.44| 23.85000 41761.35 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 2 | | | 0140 308001-002 AA2 1716.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 2 | | | 0145 401001-001 BB1 4006.000 TN | 33.20000 132999.20| 33.12000 132678.72| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE II | | | 0150 401001-002 BB2 3646.000 TN | | | 36.35000 132532.10 HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | II | | | 0155 401002-001 CC1 1626.000 TN | 39.70000 64552.20| 37.44000 60877.44| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL, TYPE III | | | 0160 401002-002 CC2 1480.000 TN | | | 38.06000 56328.80 HOT-MIX ASPHALT WEARING COURSE, SLAG, | | | TYPE III | | | SECTION TOTALS | $ 377,309.33| $ 377,815.03| $ 423,442.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 377,309.33| $ 377,815.03| $ 423,442.88 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0013842 COUNTIES : OHIO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : ELM GROVE-PA STATE LINE PROJECT(S) : S335-0070/00-005.78 00 00IM 0701 109 E00 LOCATION: BEGIN: 0.83 MI E I-470 END: PA STATE LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1459264 TRI-STATE ASPHALT COMPANY $ 539,603.31 100.0000% 2 34-1308133 DAVID P. LASH JR. DBA LASH EXCAVATING & PAVING $ 662,955.50 122.8597% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0013842 COUNTIES : OHIO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 31-1459264 |(2) 34-1308133 | |TRI-STATE ASPHALT COMPANY |LASH EXCAVATING & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0002 204003-000 1.000 EA | 100.00000 100.00| 1315.00000 1315.00| MOBILIZATION, PER TEMP PAINT | | | 0003 204003-000 1.000 EA | 2500.00000 2500.00| 2635.50000 2635.50| MOBILIZATION, PER PERM PAINT | | | 0005 408002-001 12110.000 GA | 1.05000 12715.50| 1.42000 17196.20| BITUMINOUS MATERIAL | | | 0010 415005-001 3297.000 SY | 4.15000 13682.55| 3.60000 11869.20| REMOVE EXISTING PAVEMENT SURFACE | | | 0012 601046-001 2.000 EA | 2650.00000 5300.00| 1265.00000 2530.00| MODIFIED CONCRETE END POST | | | 0013 607006-001 2.000 EA | 2780.00000 5560.00| 3137.50000 6275.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0020 636011-001 33861.000 UN | 0.01000 338.61| 2.19000 74155.59| TRAFFIC CONTROL DEVICE | | | 0025 636014-001 400.000 HR | 40.00000 16000.00| 37.75000 15100.00| FLAGGER | | | 0030 636021-001 18.000 DA | 1.00000 18.00| 26.50000 477.00| ELECTRIC ARROW | | | 0032 636022-001 18.000 DA | 1.00000 18.00| 157.00000 2826.00| CHANGAEBLE MESSAGE SIGN | | | 0035 663001-005 8.670 MI | 950.00000 8236.50| 1011.70000 8771.44| EDGE LINE, TYPE II TEMP WHITE | | | 0037 663001-018 8.670 MI | 2675.00000 23192.25| 2825.00000 24492.75| EDGE LINE, TYPE IX PERM WHITE | | | 0040 663001-005 8.670 MI | 950.00000 8236.50| 1011.70000 8771.44| EDGE LINE, TYPE II TEMP YELLOW | | | 0042 663001-018 8.670 MI | 2675.00000 23192.25| 2825.00000 24492.75| EDGE LINE, TYPE IX PERM YELLOW | | | 0043 663001-018 0.500 MI | 5200.00000 2600.00| 5625.00000 2812.50| EDGE LINE, TYPE IX 8 IN PERM WHITE | | | 0045 663002-004 2.300 MI | 1240.00000 2852.00| 1327.25000 3052.68| LANE LINE OR CENTERLINE, TYPE II TEMP | | | WHITE | | | 0047 663002-018 2.300 MI | 3975.00000 9142.50| 4210.00000 9683.00| LANE LINE OR CENTERLINE, TYPE IX PERM | | | WHITE | | | 0048 663007-010 759.000 LF | 10.45000 7931.55| 11.05000 8386.95| STRIPE, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0013842 COUNTIES : OHIO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 31-1459264 |(2) 34-1308133 | |TRI-STATE ASPHALT COMPANY |LASH EXCAVATING & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 663012-208 713.000 EA | 21.70000 15472.10| 37.50000 26737.50| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0055 636014-002 216.000 HR | 30.00000 6480.00| 37.00000 7992.00| TRAFFIC DIRECTOR | | | 0060 402001-001 AA1 12522.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE I | | | 0065 402001-002 AA2 11395.000 TN | 33.00000 376035.00| 35.40000 403383.00| HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 539,603.31| $ 662,955.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 539,603.31| $ 662,955.50| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0013845 COUNTIES : OHIO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WHEELING-FULTON RESURFACING PROJECT(S) : S335-0070/00-000.76 00 00IM 0701 108 E00 LOCATION: BEG: 0.76 MI E OHIO LINE END: 2.17 MI E OHIO LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1459264 TRI-STATE ASPHALT COMPANY $ 315,676.80 100.0000% 2 55-0601828 KLUG BROS., INC. $ 333,937.52 105.7846% 3 34-1308133 DAVID P. LASH JR. DBA LASH EXCAVATING & PAVING $ 361,256.36 114.4386% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0013845 COUNTIES : OHIO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 31-1459264 |(2) 55-0601828 |(3) 34-1308133 |TRI-STATE ASPHALT COMPANY |KLUG BROS., INC. |LASH EXCAVATING & PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204003-000 1.000 EA | 2700.00000 2700.00| 2576.00000 2576.00| 575.00000 575.00 MOBILIZATION, PER PERM PAINT | | | 0010 204003-000 1.000 EA | 550.00000 550.00| 1120.00000 1120.00| 2680.00000 2680.00 MOBILIZATION, PER TEMP PAINT | | | 0015 408002-001 2533.000 GA | 2.25000 5699.25| 1.68000 4255.44| 2.38000 6028.54 BITUMINOUS MATERIAL | | | 0020 415005-001 41486.000 SY | 1.65000 68451.90| 2.05000 85046.30| 2.12000 87950.32 REMOVE EXISTING PAVEMENT SURFACE | | | 0025 636011-001 9360.000 UN | 3.45000 32292.00| 1.98000 18532.80| 5.60000 52416.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 400.000 HR | 40.00000 16000.00| 44.57000 17828.00| 38.25000 15300.00 FLAGGER | | | 0035 636014-002 216.000 HR | 40.00000 8640.00| 44.80000 9676.80| 38.00000 8208.00 TRAFFIC DIRECTOR | | | 0040 636021-001 18.000 DA | 27.00000 486.00| 33.60000 604.80| 27.00000 486.00 ELECTRIC ARROW | | | 0045 636022-001 36.000 DA | 165.00000 5940.00| 140.00000 5040.00| 160.75000 5787.00 CHANGAEBLE MESSAGE SIGN | | | 0050 663001-018 1.820 MI | 3560.00000 6479.20| 3192.00000 5809.44| 3532.95000 6429.97 EDGE LINE, TYPE IX PERM WHITE | | | 0055 663001-018 1.820 MI | 3560.00000 6479.20| 3192.00000 5809.44| 3532.95000 6429.97 EDGE LINE, TYPE IX PERM YELLOW | | | 0060 663001-005 1.820 MI | 1025.00000 1865.50| 1120.00000 2038.40| 1025.00000 1865.50 EDGE LINE, TYPE II TEMP WHITE | | | 0065 663001-005 1.820 MI | 1025.00000 1865.50| 1120.00000 2038.40| 1025.00000 1865.50 EDGE LINE, TYPE II TEMP YELLOW | | | 0070 663001-018 0.960 MI | 5400.00000 5184.00| 3360.00000 3225.60| 5363.85000 5149.30 EDGE LINE, TYPE IX 8 IN PERM | | | 0075 663002-008 1.060 MI | 4800.00000 5088.00| 3192.00000 3383.52| 4778.00000 5064.68 LANE LINE OR CENTERLINE, TYPE IV PERM | | | WHITE | | | 0080 663002-004 1.060 MI | 1350.00000 1431.00| 1120.00000 1187.20| 1355.50000 1436.83 LANE LINE OR CENTERLINE, TYPE II TEMP | | | 0085 663007-010 2612.000 LF | 12.00000 31344.00| 15.68000 40956.16| 11.55000 30168.60 STRIPE, TYPE V | | | 0090 663012-208 581.000 EA | 24.25000 14089.25| 39.20000 22775.20| 30.45000 17691.45 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0095 402001-001 AA1 2398.000 TN | | 41.97000 100644.06| HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0013845 COUNTIES : OHIO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 31-1459264 |(2) 55-0601828 |(3) 34-1308133 |TRI-STATE ASPHALT COMPANY |KLUG BROS., INC. |LASH EXCAVATING & PAVING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 402001-002 AA2 2182.000 TN | 46.00000 100372.00| | 48.11000 104976.02 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE I | | | 0105 401001-001 BB1 18.000 TN | 40.00000 720.00| 77.22000 1389.96| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE II | | | 0110 401001-002 BB2 16.400 TN | | | 45.59000 747.68 HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | II | | | SECTION TOTALS | $ 315,676.80| $ 333,937.52| $ 361,256.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 315,676.80| $ 333,937.52| $ 361,256.36 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 9836207R1 COUNTIES : WOOD LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : 7TH AND JULIANA STREET RADIUS IMPROVEMENT PROJECT(S) : S354-0068/00-017.81 00 LOCATION: BEGIN:0.02 MI S JCT US50 END:0.03 MI N JCT US50 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 118,843.00 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 119,186.84 100.2893% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9836207R1 COUNTIES : WOOD LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RADIUS IMPROVEMENT | | | 0005 204001-000 LUMP| 15000.00000 15000.00| 8500.00000 8500.00| MOBILIZATION | | | 0007 204003-000 1.000 EA | 1092.94000 1092.94| 1000.00000 1000.00| MOBILIZATION, PER 3-DAY, TEMPORARY | | | PAVEMENT MARKING | | | 0008 204003-000 1.000 EA | 819.70000 819.70| 750.00000 750.00| MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0015 408002-001 87.000 GA | 0.82000 71.34| 1.00000 87.00| BITUMINOUS MATERIAL | | | 0020 415005-001 1733.000 SY | 10.00000 17330.00| 5.00000 8665.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0025 604001-016 73.000 LF | 100.00000 7300.00| 150.00000 10950.00| 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0030 605001-001 2.000 EA | 2000.00000 4000.00| 4700.00000 9400.00| TYPE A MANHOLE | | | 0035 605003-001 2.000 EA | 2821.04000 5642.08| 4500.00000 9000.00| TYPE A INLET | | | 0040 605004-001 1.000 EA | 1905.27000 1905.27| 3000.00000 3000.00| TYPE B INLET | | | 0045 605015-001 2.000 EA | 2172.11000 4344.22| 200.00000 400.00| ADJUST MANHOLE TYPE A | | | 0050 609001-001 105.000 SY | 90.00000 9450.00| 75.00000 7875.00| CONCRETE SIDEWALK | | | 0055 610001-001 94.000 LF | 46.31000 4353.14| 50.00000 4700.00| PLAIN CONCRETE CURBING, TYPE I | | | 0060 610001-004 10.000 LF | 82.66000 826.60| 50.00000 500.00| PLAIN CONCRETE CURBING, TYPE IV | | | 0065 636008-001 280.000 LF | 3.28000 918.40| 3.65000 1022.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0070 636011-001 4784.000 UN | 0.98000 4688.32| 0.01000 47.84| TRAFFIC CONTROL DEVICE | | | 0075 636014-001 300.000 HR | 0.01000 3.00| 47.00000 14100.00| FLAGGER | | | 0080 636021-001 20.000 DA | 16.39000 327.80| 25.00000 500.00| ELECTRIC ARROW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9836207R1 COUNTIES : WOOD LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 639001-001 LUMP| 1250.51000 1250.51| 500.00000 500.00| CONSTRUCTION LAYOUT STAKE | | | 0090 642013-001 LUMP| 300.00000 300.00| 100.00000 100.00| TEMPORARY POLLUTION CONTROL | | | 0095 660004-051 1.000 EA | 967.25000 967.25| 1065.00000 1065.00| SIGNAL SUPPORT, INSTALLATION ONLY, E1 | | | 0100 660007-001 LUMP| 5273.43000 5273.43| 5800.00000 5800.00| MISCELLANEOUS SIGNAL | | | 0106 663002-005 80.000 LF | 3.28000 262.40| 3.75000 300.00| LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0111 663004-004 200.000 LF | 4.92000 984.00| 5.50000 1100.00| CHANNELIZING LINE, TYPE II 8" WHITE | | | 0115 663005-010 70.000 LF | 12.95000 906.50| 15.00000 1050.00| STOP LINE, TYPE V 24" | | | 0120 663006-010 190.000 LF | 6.39000 1214.10| 7.00000 1330.00| CROSSWALK LINE, TYPE V 12" | | | 0125 670023-001 5.000 EA | 200.00000 1000.00| 250.00000 1250.00| ADJUSTING VALVE BOX | | | 0127 307001-001 CC1 118.000 TN | 120.00000 14160.00| 65.00000 7670.00| AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS I | | | 0128 307001-002 CC2 108.000 TN | | | AGGREGATE BASE COURSE SLAG, CLASS I | | | 0130 401001-001 AA1 82.000 TN | 70.00000 5740.00| 75.00000 6150.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE I | | | 0135 401001-002 AA2 76.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | I | | | 0140 402001-001 BB1 99.000 TN | 88.00000 8712.00| 125.00000 12375.00| HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE I | | | 0145 402001-002 BB2 92.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 118,843.00| $ 119,186.84| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 118,843.00| $ 119,186.84| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0119903 COUNTIES : HARRISON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : BRIDGEPORT - BRUSHY FORK ROAD PROJECT(S) : S317-0026/00-000.01 00 LOCATION: CO 23/9 - WV 58 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 234,010.91 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 247,901.50 105.9358% 3 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 252,284.48 107.8088% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0119903 COUNTIES : HARRISON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0592491 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204003-000 1.000 EA | 262.50000 262.50| 50.00000 50.00| 580.00000 580.00 MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0010 204003-000 1.000 EA | 262.50000 262.50| 50.00000 50.00| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMPORARY) | | | 0015 207001-001 584.000 CY | 10.80000 6307.20| 29.00000 16936.00| 30.26000 17671.84 UNCLASSIFIED EXCAVATION | | | 0020 229001-000 3.370 MI | 8717.40000 29377.64| 3000.00000 10110.00| 3349.55000 11287.98 SHOULDER AND DITCH | | | 0025 307001-000 390.000 CY | 31.80000 12402.00| 43.00000 16770.00| 52.10000 20319.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0030 408002-001 1220.000 GA | 0.01000 12.20| 1.00000 1220.00| 0.01000 12.20 BITUMINOUS MATERIAL | | | 0035 636006-001 16.000 DA | 0.01000 0.16| 400.00000 6400.00| 0.01000 0.16 PILOT TRUCK AND DRIVER | | | 0040 636011-001 2590.000 UN | 0.01000 25.90| 1.00000 2590.00| 2.24000 5801.60 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 320.000 HR | 0.01000 3.20| 35.00000 11200.00| 36.37000 11638.40 FLAGGER | | | 0050 642004-002 130.000 LB | 8.50000 1105.00| 8.25000 1072.50| 8.32000 1081.60 SEED MIXTURE, B | | | 0055 642005-002 1.000 TN | 1250.00000 1250.00| 1200.00000 1200.00| 1211.00000 1211.00 MULCH, WOOD CELLULOSE FIBER | | | 0060 642006-001 0.500 TN | 670.00000 335.00| 850.00000 425.00| 650.00000 325.00 FERTILIZER | | | 0065 642031-001 30.000 EA | 0.01000 0.30| 60.00000 1800.00| 10.00000 300.00 DITCH CHECK | | | 0070 663001-005 6.740 MI | 682.50000 4600.05| 550.00000 3707.00| 650.00000 4381.00 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0075 663001-005 6.740 MI | 682.50000 4600.05| 550.00000 3707.00| 650.00000 4381.00 EDGE LINE, TYPE II WHITE (14 DAY | | | TEMPORARY) | | | 0080 663002-004 6.230 MI | 682.50000 4251.98| 550.00000 3426.50| 650.00000 4049.50 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0085 663002-004 6.230 MI | 682.50000 4251.98| 550.00000 3426.50| 650.00000 4049.50 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0119903 COUNTIES : HARRISON LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0592491 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 308001-001 AA1 800.000 TN | 15.30000 12240.00| 14.00000 11200.00| 8.60000 6880.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0095 308001-002 AA2 720.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0100 401001-001 BB1 385.000 TN | 38.95000 14995.75| 36.00000 13860.00| 55.02000 21182.70 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0105 401001-002 BB2 347.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 1 | | | 0110 401001-001 CC1 4450.000 TN | 30.95000 137727.50| 31.18000 138751.00| 30.76000 136882.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 2 | | | 0115 401001-002 CC2 4005.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 2 | | | SECTION TOTALS | $ 234,010.91| $ 247,901.50| $ 252,284.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 234,010.91| $ 247,901.50| $ 252,284.48 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0028402 COUNTIES : MINGO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : GILBERT MIDDLE SCHOOL BRIDGE PROJECT(S) : S330-0252/13-000.01 00 LOCATION: 1 MI S CR 13 TO 0.1 MI S CR 252/13 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 305,453.13 100.0000% 2 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 339,210.42 111.0515% 3 55-0417282 TURMAN CONSTRUCTION CO. $ 352,823.90 115.5083% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 353,916.80 115.8661% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 361,234.85 118.2619% 6 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 369,835.00 121.0774% 7 55-0674033 SMH CONSTRUCTION CO., INC. $ 375,941.05 123.0765% 8 55-0750646 BANAM, INC. $ 419,123.00 137.2135% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0028402 COUNTIES : MINGO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 61-0911548 |(3) 55-0417282 |C.L. BELT CONSTRUCTION, INC.|ROBERTS CONSTRUCTION COMPANY|TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 500.00000 500.00| 6500.00000 6500.00| 7865.00000 7865.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| 12500.00000 12500.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 17700.00000 17700.00| 38000.00000 38000.00| 12000.00000 12000.00 MOBILIZATION | | | 0020 207001-001 50.000 CY | 30.00000 1500.00| 20.00000 1000.00| 20.00000 1000.00 UNCLASSIFIED EXCAVATION | | | 0025 207034-000 198.000 SY | 2.00000 396.00| 2.00000 396.00| 1.55000 306.90 FABRIC FOR SEPARATION | | | 0030 211001-000 100.000 CY | 25.00000 2500.00| 20.00000 2000.00| 45.00000 4500.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 31.000 CY | 50.00000 1550.00| 50.00000 1550.00| 45.00000 1395.00 ROCK BORROW EXCAVATION | | | 0040 212001-000 173.000 CY | 40.00000 6920.00| 30.00000 5190.00| 40.00000 6920.00 STRUCTURE EXCAVATION | | | 0045 212005-000 33.000 CY | 60.00000 1980.00| 60.00000 1980.00| 80.00000 2640.00 SELECT MATERIAL FOR BACKFILLING | | | 0050 307001-000 90.000 CY | 44.00000 3960.00| 54.00000 4860.00| 55.00000 4950.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0055 401001-001 109.000 TN | 106.97000 11659.73| 100.00000 10900.00| 90.00000 9810.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0060 401002-001 17.000 TN | 102.30000 1739.10| 105.00000 1785.00| 100.00000 1700.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL, TYPE 1 | | | 0065 601002-001 93.000 CY | 400.00000 37200.00| 450.00000 41850.00| 600.00000 55800.00 CLASS B CONCRETE | | | 0070 601003-001 40.000 CY | 550.00000 22000.00| 570.00000 22800.00| 750.00000 30000.00 CLASS K CONCRETE | | | 0075 602002-001 11619.000 LB | 0.70000 8133.30| 0.68000 7900.92| 1.00000 11619.00 EPOXY COATED REINFORCING STEEL BAR | | | 0080 603016-007 618.000 LF | 110.00000 67980.00| 110.00000 67980.00| 125.00000 77250.00 17X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0085 607001-001 276.000 LF | 15.00000 4140.00| 15.00000 4140.00| 12.00000 3312.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0090 607037-001 3.000 EA | 40.00000 120.00| 27.00000 81.00| 21.00000 63.00 BUFFER END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0028402 COUNTIES : MINGO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 61-0911548 |(3) 55-0417282 |C.L. BELT CONSTRUCTION, INC.|ROBERTS CONSTRUCTION COMPANY|TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607065-001 1.000 EA | 1600.00000 1600.00| 2000.00000 2000.00| 1700.00000 1700.00 FLARED END TERMINAL | | | 0100 616005-006 465.000 LF | 55.00000 25575.00| 86.50000 40222.50| 75.00000 34875.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0105 616017-001 1030.000 SF | 13.00000 13390.00| 26.00000 26780.00| 30.00000 30900.00 STEEL SHEET PILING, DRIVEN | | | 0110 636002-001 6.000 TN | 50.00000 300.00| 60.00000 360.00| 100.00000 600.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0115 636011-001 3270.000 UN | 1.00000 3270.00| 0.50000 1635.00| 0.90000 2943.00 TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 20.000 EA | 7.00000 140.00| 10.00000 200.00| 5.00000 100.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 800.000 HR | 40.00000 32000.00| 1.00000 800.00| 1.00000 800.00 FLAGGER | | | 0135 636017-001 120.000 LF | 20.00000 2400.00| 40.00000 4800.00| 50.00000 6000.00 TEMPORARY CONCRETE BARRIER | | | 0140 636024-001 300.000 LF | 30.00000 9000.00| 27.00000 8100.00| 35.00000 10500.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0145 636025-001 600.000 DA | 2.00000 1200.00| 2.00000 1200.00| 1.50000 900.00 WARNING LIGHTS, TYPE B | | | 0150 639001-001 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0155 640005-001 4.000 MO | 700.00000 2800.00| 1400.00000 5600.00| 850.00000 3400.00 MINIMAL FIELD OFFICE | | | 0160 642014-001 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 1500.00000 1500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0165 664001-008 1.000 EA | 7200.00000 7200.00| 10000.00000 10000.00| 6875.00000 6875.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | SECTION TOTALS | $ 305,453.13| $ 339,210.42| $ 352,823.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 305,453.13| $ 339,210.42| $ 352,823.90 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0028402 COUNTIES : MINGO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0710073 |(6) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 18400.00000 18400.00| 71657.15000 71657.15| 22300.00000 22300.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 35000.00000 35000.00| 15000.00000 15000.00| 11000.00000 11000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 15600.00000 15600.00| 10840.00000 10840.00| 5000.00000 5000.00 MOBILIZATION | | | 0020 207001-001 50.000 CY | 55.00000 2750.00| 25.00000 1250.00| 15.00000 750.00 UNCLASSIFIED EXCAVATION | | | 0025 207034-000 198.000 SY | 3.00000 594.00| 1.50000 297.00| 2.00000 396.00 FABRIC FOR SEPARATION | | | 0030 211001-000 100.000 CY | 35.00000 3500.00| 25.00000 2500.00| 26.00000 2600.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 31.000 CY | 95.00000 2945.00| 45.00000 1395.00| 50.00000 1550.00 ROCK BORROW EXCAVATION | | | 0040 212001-000 173.000 CY | 68.00000 11764.00| 10.00000 1730.00| 21.00000 3633.00 STRUCTURE EXCAVATION | | | 0045 212005-000 33.000 CY | 100.00000 3300.00| 77.00000 2541.00| 95.00000 3135.00 SELECT MATERIAL FOR BACKFILLING | | | 0050 307001-000 90.000 CY | 64.00000 5760.00| 75.00000 6750.00| 42.00000 3780.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0055 401001-001 109.000 TN | 100.00000 10900.00| 110.00000 11990.00| 125.00000 13625.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0060 401002-001 17.000 TN | 100.00000 1700.00| 115.00000 1955.00| 125.00000 2125.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL, TYPE 1 | | | 0065 601002-001 93.000 CY | 580.00000 53940.00| 565.00000 52545.00| 750.00000 69750.00 CLASS B CONCRETE | | | 0070 601003-001 40.000 CY | 560.00000 22400.00| 508.00000 20320.00| 825.00000 33000.00 CLASS K CONCRETE | | | 0075 602002-001 11619.000 LB | 1.00000 11619.00| 1.00000 11619.00| 0.80000 9295.20 EPOXY COATED REINFORCING STEEL BAR | | | 0080 603016-007 618.000 LF | 106.00000 65508.00| 120.00000 74160.00| 150.00000 92700.00 17X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0085 607001-001 276.000 LF | 13.30000 3670.80| 15.00000 4140.00| 15.00000 4140.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0090 607037-001 3.000 EA | 25.00000 75.00| 20.00000 60.00| 40.00000 120.00 BUFFER END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0028402 COUNTIES : MINGO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0710073 |(6) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607065-001 1.000 EA | 1900.00000 1900.00| 2000.00000 2000.00| 1900.00000 1900.00 FLARED END TERMINAL | | | 0100 616005-006 465.000 LF | 45.00000 20925.00| 25.00000 11625.00| 55.00000 25575.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0105 616017-001 1030.000 SF | 30.00000 30900.00| 28.00000 28840.00| 10.00000 10300.00 STEEL SHEET PILING, DRIVEN | | | 0110 636002-001 6.000 TN | 75.00000 450.00| 60.00000 360.00| 26.00000 156.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0115 636011-001 3270.000 UN | 1.00000 3270.00| 0.01000 32.70| 0.75000 2452.50 TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 300.00000 600.00| 50.00000 100.00| 0.50000 1.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 20.000 EA | 5.00000 100.00| 1.00000 20.00| 0.05000 1.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 800.000 HR | 1.00000 800.00| 0.01000 8.00| 33.00000 26400.00 FLAGGER | | | 0135 636017-001 120.000 LF | 14.30000 1716.00| 30.00000 3600.00| 15.00000 1800.00 TEMPORARY CONCRETE BARRIER | | | 0140 636024-001 300.000 LF | 18.70000 5610.00| 28.00000 8400.00| 1.00000 300.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0145 636025-001 600.000 DA | 1.70000 1020.00| 1.00000 600.00| 2.50000 1500.00 WARNING LIGHTS, TYPE B | | | 0150 639001-001 LUMP| 2900.00000 2900.00| 1000.00000 1000.00| 10000.30000 10000.30 CONSTRUCTION LAYOUT STAKE | | | 0155 640005-001 4.000 MO | 1500.00000 6000.00| 1500.00000 6000.00| 700.00000 2800.00 MINIMAL FIELD OFFICE | | | 0160 642014-001 LUMP| 700.00000 700.00| 1000.00000 1000.00| 250.00000 250.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0165 664001-008 1.000 EA | 7600.00000 7600.00| 6900.00000 6900.00| 7500.00000 7500.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | SECTION TOTALS | $ 353,916.80| $ 361,234.85| $ 369,835.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 353,916.80| $ 361,234.85| $ 369,835.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0028402 COUNTIES : MINGO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 55-0674033 |(8) 55-0750646 | |SMH CONSTRUCTION CO., INC. |BANAM, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 4300.00000 4300.00| 3500.00000 3500.00| CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 12125.00000 12125.00| 26000.00000 26000.00| DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 37200.00000 37200.00| 36000.00000 36000.00| MOBILIZATION | | | 0020 207001-001 50.000 CY | 11.60000 580.00| 50.00000 2500.00| UNCLASSIFIED EXCAVATION | | | 0025 207034-000 198.000 SY | 1.00000 198.00| 2.00000 396.00| FABRIC FOR SEPARATION | | | 0030 211001-000 100.000 CY | 19.30000 1930.00| 50.00000 5000.00| UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 31.000 CY | 41.30000 1280.30| 50.00000 1550.00| ROCK BORROW EXCAVATION | | | 0040 212001-000 173.000 CY | 27.30000 4722.90| 50.00000 8650.00| STRUCTURE EXCAVATION | | | 0045 212005-000 33.000 CY | 81.40000 2686.20| 60.00000 1980.00| SELECT MATERIAL FOR BACKFILLING | | | 0050 307001-000 90.000 CY | 44.85000 4036.50| 65.00000 5850.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0055 401001-001 109.000 TN | 101.35000 11047.15| 160.00000 17440.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0060 401002-001 17.000 TN | 106.00000 1802.00| 160.00000 2720.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL, TYPE 1 | | | 0065 601002-001 93.000 CY | 507.15000 47164.95| 400.00000 37200.00| CLASS B CONCRETE | | | 0070 601003-001 40.000 CY | 596.90000 23876.00| 500.00000 20000.00| CLASS K CONCRETE | | | 0075 602002-001 11619.000 LB | 0.75000 8714.25| 2.00000 23238.00| EPOXY COATED REINFORCING STEEL BAR | | | 0080 603016-007 618.000 LF | 103.10000 63715.80| 128.00000 79104.00| 17X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0085 607001-001 276.000 LF | 13.10000 3615.60| 31.00000 8556.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0090 607037-001 3.000 EA | 24.00000 72.00| 33.00000 99.00| BUFFER END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/24/01 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0028402 COUNTIES : MINGO LETTING DATE : 08/21/01 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 55-0674033 |(8) 55-0750646 | |SMH CONSTRUCTION CO., INC. |BANAM, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607065-001 1.000 EA | 1936.00000 1936.00| 1650.00000 1650.00| FLARED END TERMINAL | | | 0100 616005-006 465.000 LF | 99.70000 46360.50| 74.00000 34410.00| HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0105 616017-001 1030.000 SF | 26.60000 27398.00| 25.00000 25750.00| STEEL SHEET PILING, DRIVEN | | | 0110 636002-001 6.000 TN | 22.85000 137.10| 40.00000 240.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0115 636011-001 3270.000 UN | 1.52000 4970.40| 2.00000 6540.00| TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 100.00000 200.00| 25.00000 50.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 20.000 EA | 1.00000 20.00| 10.00000 200.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 800.000 HR | 42.50000 34000.00| 40.00000 32000.00| FLAGGER | | | 0135 636017-001 120.000 LF | 36.50000 4380.00| 30.00000 3600.00| TEMPORARY CONCRETE BARRIER | | | 0140 636024-001 300.000 LF | 18.95000 5685.00| 35.00000 10500.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0145 636025-001 600.000 DA | 1.75000 1050.00| 1.50000 900.00| WARNING LIGHTS, TYPE B | | | 0150 639001-001 LUMP| 4700.00000 4700.00| 8000.00000 8000.00| CONSTRUCTION LAYOUT STAKE | | | 0155 640005-001 4.000 MO | 1468.60000 5874.40| 1250.00000 5000.00| MINIMAL FIELD OFFICE | | | 0160 642014-001 LUMP| 2410.00000 2410.00| 4500.00000 4500.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0165 664001-008 1.000 EA | 7753.00000 7753.00| 6000.00000 6000.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | SECTION TOTALS | $ 375,941.05| $ 419,123.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 375,941.05| $ 419,123.00| ====================================================================================================================================