WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MON-FAYETTE EXPRESSWAY MORGANS RUN PROJECT(S) : X331-0109/00-001.36 03 ACEB 0043 123 C00 LOCATION: MORGANS RUN, 0.08 MI S CO 71 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1100215 MOSITES CONSTRUCTION COMPANY $ 19,877,679.90 100.0000% 2 25-1370389 SWANK ASSOCIATED COMPANIES, INC. $ 19,951,583.30 100.3718% 3 25-1021993 TRUMBULL CORPORATION $ 22,659,833.21 113.9964% 4 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 23,245,606.75 116.9433% 25-0930077 JOSEPH B. FAY COMPANY IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1100215 |( 2 ) 25-1370389 |( 3 ) 25-1021993 |MOSITES CONSTRUCTION COMPANY |SWANK ASSOCIATED COMPANIES, |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 25000.00000 25000.00| 200000.00000 200000.00| 810750.00000 810750.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 200000.00000 200000.00| 500000.00000 500000.00| 655000.00000 655000.00 MOBILIZATION | | | 0015 207001-001 1760.000 M3 | 22.00000 38720.00| 40.00000 70400.00| 0.01000 17.60 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 164.000 M3 | 38.00000 6232.00| 100.00000 16400.00| 50.00000 8200.00 SUBGRADE | | | 0025 207034-000 2700.000 M2 | 3.00000 8100.00| 2.50000 6750.00| 1.90000 5130.00 FABRIC FOR SEPARATION | | | 0030 211001-000 4621.000 M3 | 30.00000 138630.00| 20.00000 92420.00| 0.01000 46.21 UNCLASSIFIED BORROW EXCAVATION | | | 0033 307001-000 310.000 M3 | 70.00000 21700.00| 50.00000 15500.00| 0.01000 3.10 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 20.000 M3 | 80.00000 1600.00| 300.00000 6000.00| 125.00000 2500.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0040 311006-001 134.000 M3 | 180.00000 24120.00| 150.00000 20100.00| 180.00000 24120.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 408002-001 320.000 L | 1.00000 320.00| 300.00000 96000.00| 1.00000 320.00 BITUMINOUS MATERIAL | | | 0050 502001-012 236.000 M2 | 220.00000 51920.00| 250.00000 59000.00| 180.00000 42480.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 601002-001 1.000 M3 | 1000.00000 1000.00| 3000.00000 3000.00| 800.00000 800.00 CLASS B CONCRETE | | | 0060 604037-016 68.000 M | 270.00000 18360.00| 250.00000 17000.00| 180.00000 12240.00 450 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0065 605003-001 2.000 EA | 3000.00000 6000.00| 3000.00000 6000.00| 2400.00000 4800.00 TYPE A INLET | | | 0070 605009-001 2.000 EA | 3000.00000 6000.00| 4000.00000 8000.00| 1800.00000 3600.00 TYPE G INLET | | | 0075 606029-001 226.000 M | 49.00000 11074.00| 60.00000 13560.00| 37.00000 8362.00 FREE DRAINING BASE TRENCH | | | 0080 606030-001 24.000 M | 67.00000 1608.00| 300.00000 7200.00| 123.00000 2952.00 OUTLET PIPE, 150MM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1100215 |( 2 ) 25-1370389 |( 3 ) 25-1021993 |MOSITES CONSTRUCTION COMPANY |SWANK ASSOCIATED COMPANIES, |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 607001-001 137.000 M | 46.00000 6302.00| 43.00000 5891.00| 43.00000 5891.00 TYPE 1 GUARDRAIL, CLASS I | | | 0090 607006-001 4.000 EA | 1400.00000 5600.00| 1300.00000 5200.00| 1300.00000 5200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0095 607030-001 1.000 EA | 530.00000 530.00| 500.00000 500.00| 500.00000 500.00 SPECIAL TRAILING END TERMINAL | | | 0100 633001-001 30.000 M2 | 140.00000 4200.00| 150.00000 4500.00| 130.00000 3900.00 CONCRETE GUTTER | | | 0105 636011-001 450.000 UN | 35.00000 15750.00| 5.00000 2250.00| 1.44000 648.00 TRAFFIC CONTROL DEVICE | | | 0110 636014-001 260.000 HR | 41.00000 10660.00| 30.00000 7800.00| 55.00000 14300.00 FLAGGER | | | 0115 637001-001 67.000 KL | 25.00000 1675.00| 25.00000 1675.00| 7.00000 469.00 WATER FOR DUST PALLIATIVE | | | 0120 638003-001 2.000 EA | 1000.00000 2000.00| 250.00000 500.00| 275.00000 550.00 SURVEY MARKER | | | 0121 638004-001 2.000 EA | 1000.00000 2000.00| 75.00000 150.00| 150.00000 300.00 OUTLET MARKER | | | 0125 639001-001 LUMP | 50000.00000 50000.00| 15000.00000 15000.00| 120000.00000 120000.00 CONSTRUCTION LAYOUT STAKE | | | 0130 640002-001 30.000 MO | 500.00000 15000.00| 1500.00000 45000.00| 1600.00000 48000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0135 640003-001 LUMP | 500.00000 500.00| 10000.00000 10000.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0140 642004-002 24.000 KG | 20.00000 480.00| 18.80000 451.20| 18.80000 451.20 SEED MIXTURE, B | | | 0145 642005-002 0.400 MGR | 2300.00000 920.00| 2200.00000 880.00| 2200.00000 880.00 MULCH, WOOD CELLULOSE FIBER | | | 0150 642006-001 0.200 MGR | 2800.00000 560.00| 2750.00000 550.00| 2750.00000 550.00 FERTILIZER | | | 0155 642007-001 28.000 M2 | 7.00000 196.00| 6.00000 168.00| 6.00000 168.00 FIBER MATTING | | | 0157 642009-001 150.000 M | 35.00000 5250.00| 25.00000 3750.00| 7.00000 1050.00 CONTOUR DITCH | | | 0160 642012-001 115.000 M | 18.00000 2070.00| 12.00000 1380.00| 15.00000 1725.00 SILT FENCE | | | 0163 642015-001 115.000 M | 35.00000 4025.00| 50.00000 5750.00| 37.00000 4255.00 SUPER SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1100215 |( 2 ) 25-1370389 |( 3 ) 25-1021993 |MOSITES CONSTRUCTION COMPANY |SWANK ASSOCIATED COMPANIES, |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 642031-001 4.000 EA | 500.00000 2000.00| 400.00000 1600.00| 125.00000 500.00 DITCH CHECK | | | 0166 642033-001 50.000 M3 | 70.00000 3500.00| 25.00000 1250.00| 23.00000 1150.00 SEDIMENT TRAP | | | 0167 642036-001 50.000 M3 | 37.00000 1850.00| 15.00000 750.00| 60.00000 3000.00 SEDIMENT REMOVAL | | | 0168 642050-001 10.000 EA | 370.00000 3700.00| 500.00000 5000.00| 350.00000 3500.00 DEWATERING DEVICE | | | 0170 652001-001 1.000 MGR | 23.00000 23.00| 22.00000 22.00| 22.00000 22.00 AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.100 MGR | 4500.00000 450.00| 4400.00000 440.00| 4400.00000 440.00 FERTILIZER, 10-20-10 | | | 0180 652002-002 0.100 MGR | 900.00000 90.00| 880.00000 88.00| 880.00000 88.00 FERTILIZER, UREA FORMALDEHYDE | | | 0185 652003-001 25.000 KG | 26.00000 650.00| 23.10000 577.50| 23.10000 577.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0190 652004-001 1.000 MGR | 900.00000 900.00| 880.00000 880.00| 880.00000 880.00 STRAW OR HAY MULCH | | | 0195 657008-001 23.000 M | 24.00000 552.00| 23.00000 529.00| 23.00000 529.00 2.98 KG CHANNEL POST | | | 0200 661001-001 3.000 M2 | 310.00000 930.00| 295.00000 885.00| 295.00000 885.00 2 MM FLAT SHEET SIGN | | | 0205 661004-001 8.000 EA | 6.00000 48.00| 5.00000 40.00| 5.00000 40.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | WHITE | | | 0210 661008-001 8.000 EA | 80.00000 640.00| 75.00000 600.00| 75.00000 600.00 DELINEATOR BRACKET, TYPE C | | | 0215 663001-004 960.000 M | 1.00000 960.00| 0.98000 940.80| 0.75000 720.00 EDGE LINE, TYPE II ,WHITE | | | 0220 663001-004 960.000 M | 1.00000 960.00| 0.98000 940.80| 0.75000 720.00 EDGE LINE, TYPE II ,YELLOW | | | 0225 663002-005 240.000 M | 1.00000 240.00| 0.98000 235.20| 0.75000 180.00 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0230 699000-001 1000.000 HR | 1.00000 1000.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0235 401001-011 AA1 583.000 MGR | 90.00000 52470.00| 60.00000 34980.00| 86.50000 50429.50 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1100215 |( 2 ) 25-1370389 |( 3 ) 25-1021993 |MOSITES CONSTRUCTION COMPANY |SWANK ASSOCIATED COMPANIES, |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 401001-012 AA2 558.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0245 401007-011 BB1 28.000 MGR | 180.00000 5040.00| 60.00000 1680.00| 165.00000 4620.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0250 401007-012 BB2 26.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0255 402001-011 CC1 80.000 MGR | 180.00000 14400.00| 60.00000 4800.00| 168.00000 13440.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0260 402001-012 CC2 74.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0265 604076-016 DD1 53.000 M | | 300.00000 15900.00| 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0270 604002-016 DD2 53.000 M | 270.00000 14310.00| | 220.00000 11660.00 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0275 604025-016 DD3 53.000 M | | | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | SECTION TOTALS | $ 792,815.00| $ 1,321,663.50| $ 1,888,939.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0280 640004-001 LUMP | 5000.00000 5000.00| 1000.00000 1000.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 1,000.00| $ 4,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #4303 | | | 0285 212001-000 6009.000 M3 | 100.00000 600900.00| 100.00000 600900.00| 80.00000 480720.00 STRUCTURE EXCAVATION | | | 0290 212002-000 1976.000 M3 | 60.00000 118560.00| 150.00000 296400.00| 40.00000 79040.00 WET EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1100215 |( 2 ) 25-1370389 |( 3 ) 25-1021993 |MOSITES CONSTRUCTION COMPANY |SWANK ASSOCIATED COMPANIES, |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0293 212004-000 3.000 EA | 20000.00000 60000.00| 5000.00000 15000.00| 17500.00000 52500.00 COFFERDAM | | | 0295 212005-000 104.000 M3 | 100.00000 10400.00| 150.00000 15600.00| 75.00000 7800.00 SELECT MATERIAL FOR BACKFILLING | | | 0300 218004-001 2466.000 M2 | 90.00000 221940.00| 30.00000 73980.00| 40.00000 98640.00 200 MM CRUSHED ROCK SLOPE PROTECTION | | | 0305 218006-000 937.000 M3 | 110.00000 103070.00| 70.00000 65590.00| 70.00000 65590.00 FOUNDATION PROTECTION | | | 0310 601002-001 6672.000 M3 | 500.00000 3336000.00| 700.00000 4670400.00| 925.00000 6171600.00 CLASS B CONCRETE | | | 0315 601003-001 332.000 M3 | 1400.00000 464800.00| 400.00000 132800.00| 630.00000 209160.00 CLASS K CONCRETE | | | 0320 601005-001 253.000 M3 | 170.00000 43010.00| 250.00000 63250.00| 190.00000 48070.00 CLASS C CONCRETE | | | 0325 601009-001 2147.000 M3 | 900.00000 1932300.00| 600.00000 1288200.00| 690.00000 1481430.00 CLASS H CONCRETE | | | 0330 601014-001 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 5000.00000 5000.00 TEST SLAB | | | 0335 602001-001 699713.000 KG | 2.30000 1609339.90| 2.60000 1819253.80| 3.10000 2169110.30 REINFORCING STEEL BAR | | | 0340 602002-001 344398.000 KG | 2.50000 860995.00| 2.00000 688796.00| 3.10000 1067633.80 EPOXY COATED REINFORCING STEEL BAR | | | 0345 615001-001 2390971.000 LS | 8450000.00000 8450000.00| 7100000.00000 7100000.00| 7600000.00000 7600000.00 STEEL SUPERSTRUCTURE | | | 0350 615028-001 40.000 EA | 7000.00000 280000.00| 6000.00000 240000.00| 4500.00000 180000.00 GUIDED BEARING, POT | | | 0355 615030-001 16.000 EA | 8000.00000 128000.00| 8000.00000 128000.00| 5700.00000 91200.00 FIXED BEARING, POT | | | 0360 616004-006 2615.000 M | 170.00000 444550.00| 250.00000 653750.00| 160.00000 418400.00 HP310X79 STEEL BEARING PILE, DRIVEN | | | 0365 627023-001 40.000 M | 7000.00000 280000.00| 10000.00000 400000.00| 10000.00000 400000.00 EXPANSION DAM, STEEL TOOTH PLATE | | | 0370 631001-001 LUMP | 85000.00000 85000.00| 125000.00000 125000.00| 111000.00000 111000.00 ELECTRICAL WORK | | | 0375 639001-001 LUMP | 50000.00000 50000.00| 250000.00000 250000.00| 30000.00000 30000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 19,079,864.90| $ 18,628,919.80| $ 20,766,894.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,877,679.90| $ 19,951,583.30| $ 22,659,833.21 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( ) |( ) |BRAYMAN CONSTRUCTION CORPORA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 75000.00000 75000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 700000.00000 700000.00| | MOBILIZATION | | | 0015 207001-001 1760.000 M3 | 15.00000 26400.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 164.000 M3 | 70.00000 11480.00| | SUBGRADE | | | 0025 207034-000 2700.000 M2 | 2.00000 5400.00| | FABRIC FOR SEPARATION | | | 0030 211001-000 4621.000 M3 | 15.00000 69315.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0033 307001-000 310.000 M3 | 70.00000 21700.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 20.000 M3 | 135.00000 2700.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0040 311006-001 134.000 M3 | 180.00000 24120.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 408002-001 320.000 L | 1.00000 320.00| | BITUMINOUS MATERIAL | | | 0050 502001-012 236.000 M2 | 375.00000 88500.00| | 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 601002-001 1.000 M3 | 1100.00000 1100.00| | CLASS B CONCRETE | | | 0060 604037-016 68.000 M | 225.00000 15300.00| | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0065 605003-001 2.000 EA | 3000.00000 6000.00| | TYPE A INLET | | | 0070 605009-001 2.000 EA | 3000.00000 6000.00| | TYPE G INLET | | | 0075 606029-001 226.000 M | 35.00000 7910.00| | FREE DRAINING BASE TRENCH | | | 0080 606030-001 24.000 M | 100.00000 2400.00| | OUTLET PIPE, 150MM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( ) |( ) |BRAYMAN CONSTRUCTION CORPORA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 607001-001 137.000 M | 44.00000 6028.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0090 607006-001 4.000 EA | 1300.00000 5200.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0095 607030-001 1.000 EA | 500.00000 500.00| | SPECIAL TRAILING END TERMINAL | | | 0100 633001-001 30.000 M2 | 150.00000 4500.00| | CONCRETE GUTTER | | | 0105 636011-001 450.000 UN | 12.00000 5400.00| | TRAFFIC CONTROL DEVICE | | | 0110 636014-001 260.000 HR | 50.00000 13000.00| | FLAGGER | | | 0115 637001-001 67.000 KL | 20.00000 1340.00| | WATER FOR DUST PALLIATIVE | | | 0120 638003-001 2.000 EA | 125.00000 250.00| | SURVEY MARKER | | | 0121 638004-001 2.000 EA | 300.00000 600.00| | OUTLET MARKER | | | 0125 639001-001 LUMP | 6500.00000 6500.00| | CONSTRUCTION LAYOUT STAKE | | | 0130 640002-001 30.000 MO | 2500.00000 75000.00| | LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0135 640003-001 LUMP | 25000.00000 25000.00| | BUILDING EQUIPMENT | | | 0140 642004-002 24.000 KG | 19.00000 456.00| | SEED MIXTURE, B | | | 0145 642005-002 0.400 MGR | 2200.00000 880.00| | MULCH, WOOD CELLULOSE FIBER | | | 0150 642006-001 0.200 MGR | 2800.00000 560.00| | FERTILIZER | | | 0155 642007-001 28.000 M2 | 6.00000 168.00| | FIBER MATTING | | | 0157 642009-001 150.000 M | 50.00000 7500.00| | CONTOUR DITCH | | | 0160 642012-001 115.000 M | 20.00000 2300.00| | SILT FENCE | | | 0163 642015-001 115.000 M | 50.00000 5750.00| | SUPER SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( ) |( ) |BRAYMAN CONSTRUCTION CORPORA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 642031-001 4.000 EA | 500.00000 2000.00| | DITCH CHECK | | | 0166 642033-001 50.000 M3 | 70.00000 3500.00| | SEDIMENT TRAP | | | 0167 642036-001 50.000 M3 | 50.00000 2500.00| | SEDIMENT REMOVAL | | | 0168 642050-001 10.000 EA | 600.00000 6000.00| | DEWATERING DEVICE | | | 0170 652001-001 1.000 MGR | 23.00000 23.00| | AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.100 MGR | 4500.00000 450.00| | FERTILIZER, 10-20-10 | | | 0180 652002-002 0.100 MGR | 900.00000 90.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0185 652003-001 25.000 KG | 24.00000 600.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0190 652004-001 1.000 MGR | 900.00000 900.00| | STRAW OR HAY MULCH | | | 0195 657008-001 23.000 M | 24.00000 552.00| | 2.98 KG CHANNEL POST | | | 0200 661001-001 3.000 M2 | 300.00000 900.00| | 2 MM FLAT SHEET SIGN | | | 0205 661004-001 8.000 EA | 5.00000 40.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | WHITE | | | 0210 661008-001 8.000 EA | 75.00000 600.00| | DELINEATOR BRACKET, TYPE C | | | 0215 663001-004 960.000 M | 0.75000 720.00| | EDGE LINE, TYPE II ,WHITE | | | 0220 663001-004 960.000 M | 0.75000 720.00| | EDGE LINE, TYPE II ,YELLOW | | | 0225 663002-005 240.000 M | 0.75000 180.00| | LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0230 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | 0235 401001-011 AA1 583.000 MGR | 86.00000 50138.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( ) |( ) |BRAYMAN CONSTRUCTION CORPORA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 401001-012 AA2 558.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0245 401007-011 BB1 28.000 MGR | 165.00000 4620.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0250 401007-012 BB2 26.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0255 402001-011 CC1 80.000 MGR | 170.00000 13600.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0260 402001-012 CC2 74.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0265 604076-016 DD1 53.000 M | | | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0270 604002-016 DD2 53.000 M | 175.00000 9275.00| | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0275 604025-016 DD3 53.000 M | | | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | SECTION TOTALS | $ 1,322,785.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0280 640004-001 LUMP | 10000.00000 10000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #4303 | | | 0285 212001-000 6009.000 M3 | 50.00000 300450.00| | STRUCTURE EXCAVATION | | | 0290 212002-000 1976.000 M3 | 50.00000 98800.00| | WET EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907005 COUNTIES : MONONGALIA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( ) |( ) |BRAYMAN CONSTRUCTION CORPORA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0293 212004-000 3.000 EA | 30000.00000 90000.00| | COFFERDAM | | | 0295 212005-000 104.000 M3 | 125.00000 13000.00| | SELECT MATERIAL FOR BACKFILLING | | | 0300 218004-001 2466.000 M2 | 60.00000 147960.00| | 200 MM CRUSHED ROCK SLOPE PROTECTION | | | 0305 218006-000 937.000 M3 | 60.00000 56220.00| | FOUNDATION PROTECTION | | | 0310 601002-001 6672.000 M3 | 1100.00000 7339200.00| | CLASS B CONCRETE | | | 0315 601003-001 332.000 M3 | 450.00000 149400.00| | CLASS K CONCRETE | | | 0320 601005-001 253.000 M3 | 160.00000 40480.00| | CLASS C CONCRETE | | | 0325 601009-001 2147.000 M3 | 700.00000 1502900.00| | CLASS H CONCRETE | | | 0330 601014-001 LUMP | 20000.00000 20000.00| | TEST SLAB | | | 0335 602001-001 699713.000 KG | 3.25000 2274067.25| | REINFORCING STEEL BAR | | | 0340 602002-001 344398.000 KG | 2.75000 947094.50| | EPOXY COATED REINFORCING STEEL BAR | | | 0345 615001-001 2390971.000 LS | 7560000.00000 7560000.00| | STEEL SUPERSTRUCTURE | | | 0350 615028-001 40.000 EA | 8500.00000 340000.00| | GUIDED BEARING, POT | | | 0355 615030-001 16.000 EA | 8500.00000 136000.00| | FIXED BEARING, POT | | | 0360 616004-006 2615.000 M | 150.00000 392250.00| | HP310X79 STEEL BEARING PILE, DRIVEN | | | 0365 627023-001 40.000 M | 8750.00000 350000.00| | EXPANSION DAM, STEEL TOOTH PLATE | | | 0370 631001-001 LUMP | 125000.00000 125000.00| | ELECTRICAL WORK | | | 0375 639001-001 LUMP | 30000.00000 30000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 21,912,821.75| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 23,245,606.75| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0105802 COUNTIES : WIRT LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : WEST HILL FORD BRIDGE PROJECT(S) : S353-0001/03-000.02 00 LOCATION: / TUCKER CR, 0.02 MI S CO 1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 317,458.00 100.0000% 2 55-0674033 SMH CONSTRUCTION CO., INC. $ 318,994.95 100.4841% 3 31-4444098 ALAN STONE CO., INC. $ 351,733.25 110.7968% 4 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 353,089.00 111.2238% 5 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 360,786.19 113.6485% 6 55-0663428 MEADOWS STONE & PAVING, INC. $ 377,907.50 119.0417% 7 38-3667285 MCCOY CONSTRUCTION COMPANY $ 379,923.00 119.6766% 8 55-0756636 JIM CONSTRUCTION, INC. $ 391,832.71 123.4282% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0105802 COUNTIES : WIRT LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0674033 |( 3 ) 31-4444098 |OHIO-WEST VIRGINIA EXCAVATIN |SMH CONSTRUCTION CO., INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0005 204001-000 LUMP | 16000.00000 16000.00| 9406.75000 9406.75| 30000.00000 30000.00 MOBILIZATION | | | 0010 207001-001 422.000 CY | 16.00000 6752.00| 8.45000 3565.90| 6.00000 2532.00 UNCLASSIFIED EXCAVATION | | | 0015 207032-000 200.000 SY | 2.25000 450.00| 1.45000 290.00| 2.00000 400.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0020 207034-000 1100.000 SY | 2.00000 2200.00| 1.20000 1320.00| 1.50000 1650.00 FABRIC FOR SEPARATION | | | 0025 211001-000 1732.000 CY | 15.00000 25980.00| 10.05000 17406.60| 12.50000 21650.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 212005-000 15.000 CY | 70.00000 1050.00| 144.15000 2162.25| 55.00000 825.00 SELECT MATERIAL FOR BACKFILLING | | | 0035 218006-000 200.000 CY | 65.00000 13000.00| 60.30000 12060.00| 42.00000 8400.00 FOUNDATION PROTECTION | | | 0040 601002-001 28.000 CY | 700.00000 19600.00| 561.50000 15722.00| 750.00000 21000.00 CLASS B CONCRETE | | | 0045 602002-001 4820.000 LB | 1.75000 8435.00| 1.36000 6555.20| 1.75000 8435.00 EPOXY COATED REINFORCING STEEL BAR | | | 0050 603016-024 501.000 LF | 235.00000 117735.00| 211.15000 105786.15| 275.00000 137775.00 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0055 604001-030 200.000 LF | 55.00000 11000.00| 106.80000 21360.00| 135.00000 27000.00 54 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 607001-001 375.000 LF | 17.00000 6375.00| 17.80000 6675.00| 17.15000 6431.25 TYPE 1 GUARDRAIL, CLASS 3 | | | 0065 616004-008 280.000 LF | 60.00000 16800.00| 104.90000 29372.00| 55.00000 15400.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 0070 636001-001 LUMP | 6500.00000 6500.00| 8325.85000 8325.85| 3000.00000 3000.00 TRAFFIC CONTROL | | | 0075 638002-001 6.000 EA | 125.00000 750.00| 57.75000 346.50| 150.00000 900.00 RIGHT OF WAY MARKER | | | 0080 639001-001 LUMP | 1000.00000 1000.00| 6707.30000 6707.30| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKE | | | 0085 640004-001 LUMP | 2500.00000 2500.00| 4106.35000 4106.35| 3500.00000 3500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0090 640005-001 6.000 MO | 700.00000 4200.00| 1215.75000 7294.50| 650.00000 3900.00 MINIMAL FIELD OFFICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0105802 COUNTIES : WIRT LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0674033 |( 3 ) 31-4444098 |OHIO-WEST VIRGINIA EXCAVATIN |SMH CONSTRUCTION CO., INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642004-004 116.000 LB | 11.00000 1276.00| 15.05000 1745.80| 20.00000 2320.00 SEED MIXTURE, L | | | 0100 642005-001 2.000 TN | 1100.00000 2200.00| 1224.85000 2449.70| 500.00000 1000.00 MULCH, STRAW OR HAY | | | 0105 642006-001 1.000 TN | 375.00000 375.00| 792.30000 792.30| 175.00000 175.00 FERTILIZER | | | 0110 642012-001 720.000 LF | 2.50000 1800.00| 2.75000 1980.00| 1.50000 1080.00 SILT FENCE | | | 0115 642031-001 4.000 EA | 35.00000 140.00| 20.05000 80.20| 100.00000 400.00 DITCH CHECK | | | 0120 307005-001 AA1 750.000 TN | 34.00000 25500.00| 36.15000 27112.50| 36.00000 27000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0125 307005-002 AA2 716.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0130 401001-001 BB1 170.000 TN | 125.00000 21250.00| 126.40000 21488.00| 112.50000 19125.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0135 401001-002 BB2 163.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0140 401002-001 CC1 34.000 TN | 135.00000 4590.00| 143.65000 4884.10| 127.50000 4335.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0145 401002-002 CC2 33.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 317,458.00| $ 318,994.95| $ 351,733.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 317,458.00| $ 318,994.95| $ 351,733.25 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0105802 COUNTIES : WIRT LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0710073 |( 5 ) 55-0778477 |( 6 ) 55-0663428 |TEAYS RIVER CONSTRUCTION COM |HOKE BROTHERS CONTRACTING, I |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0005 204001-000 LUMP | 7680.00000 7680.00| 15000.00000 15000.00| 37000.00000 37000.00 MOBILIZATION | | | 0010 207001-001 422.000 CY | 7.00000 2954.00| 8.00000 3376.00| 11.00000 4642.00 UNCLASSIFIED EXCAVATION | | | 0015 207032-000 200.000 SY | 2.75000 550.00| 2.50000 500.00| 3.00000 600.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0020 207034-000 1100.000 SY | 1.25000 1375.00| 1.75000 1925.00| 1.60000 1760.00 FABRIC FOR SEPARATION | | | 0025 211001-000 1732.000 CY | 18.00000 31176.00| 19.50000 33774.00| 17.25000 29877.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 212005-000 15.000 CY | 150.00000 2250.00| 150.00000 2250.00| 100.00000 1500.00 SELECT MATERIAL FOR BACKFILLING | | | 0035 218006-000 200.000 CY | 50.00000 10000.00| 65.00000 13000.00| 60.00000 12000.00 FOUNDATION PROTECTION | | | 0040 601002-001 28.000 CY | 750.00000 21000.00| 750.00000 21000.00| 840.00000 23520.00 CLASS B CONCRETE | | | 0045 602002-001 4820.000 LB | 1.60000 7712.00| 2.50000 12050.00| 1.60000 7712.00 EPOXY COATED REINFORCING STEEL BAR | | | 0050 603016-024 501.000 LF | 225.00000 112725.00| 225.00000 112725.00| 203.00000 101703.00 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0055 604001-030 200.000 LF | 135.00000 27000.00| 195.00000 39000.00| 120.00000 24000.00 54 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 607001-001 375.000 LF | 17.00000 6375.00| 23.00000 8625.00| 16.80000 6300.00 TYPE 1 GUARDRAIL, CLASS 3 | | | 0065 616004-008 280.000 LF | 60.00000 16800.00| 90.00000 25200.00| 69.00000 19320.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 0070 636001-001 LUMP | 33000.00000 33000.00| 6000.00000 6000.00| 11066.00000 11066.00 TRAFFIC CONTROL | | | 0075 638002-001 6.000 EA | 60.00000 360.00| 100.00000 600.00| 75.00000 450.00 RIGHT OF WAY MARKER | | | 0080 639001-001 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0085 640004-001 LUMP | 3000.00000 3000.00| 1500.00000 1500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0090 640005-001 6.000 MO | 1000.00000 6000.00| 300.00000 1800.00| 750.00000 4500.00 MINIMAL FIELD OFFICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0105802 COUNTIES : WIRT LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0710073 |( 5 ) 55-0778477 |( 6 ) 55-0663428 |TEAYS RIVER CONSTRUCTION COM |HOKE BROTHERS CONTRACTING, I |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642004-004 116.000 LB | 12.00000 1392.00| 0.01000 1.16| 10.00000 1160.00 SEED MIXTURE, L | | | 0100 642005-001 2.000 TN | 1200.00000 2400.00| 0.01000 0.02| 1000.00000 2000.00 MULCH, STRAW OR HAY | | | 0105 642006-001 1.000 TN | 400.00000 400.00| 0.01000 0.01| 350.00000 350.00 FERTILIZER | | | 0110 642012-001 720.000 LF | 2.50000 1800.00| 2.50000 1800.00| 3.00000 2160.00 SILT FENCE | | | 0115 642031-001 4.000 EA | 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 DITCH CHECK | | | 0120 307005-001 AA1 750.000 TN | 30.00000 22500.00| 39.00000 29250.00| 67.25000 50437.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0125 307005-002 AA2 716.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0130 401001-001 BB1 170.000 TN | 140.00000 23800.00| 125.00000 21250.00| 110.00000 18700.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0135 401001-002 BB2 163.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0140 401002-001 CC1 34.000 TN | 160.00000 5440.00| 140.00000 4760.00| 125.00000 4250.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0145 401002-002 CC2 33.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 353,089.00| $ 360,786.19| $ 377,907.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 353,089.00| $ 360,786.19| $ 377,907.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0105802 COUNTIES : WIRT LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 38-3667285 |( 8 ) 55-0756636 |( ) |MCCOY CONSTRUCTION COMPANY |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0005 204001-000 LUMP | 20000.00000 20000.00| 15000.00000 15000.00| MOBILIZATION | | | 0010 207001-001 422.000 CY | 12.00000 5064.00| 33.95000 14326.90| UNCLASSIFIED EXCAVATION | | | 0015 207032-000 200.000 SY | 2.00000 400.00| 2.60000 520.00| FABRIC FOR SUBSURFACE DRAINAGE | | | 0020 207034-000 1100.000 SY | 2.00000 2200.00| 1.40000 1540.00| FABRIC FOR SEPARATION | | | 0025 211001-000 1732.000 CY | 12.00000 20784.00| 26.30000 45551.60| UNCLASSIFIED BORROW EXCAVATION | | | 0030 212005-000 15.000 CY | 150.00000 2250.00| 236.05000 3540.75| SELECT MATERIAL FOR BACKFILLING | | | 0035 218006-000 200.000 CY | 100.00000 20000.00| 81.00000 16200.00| FOUNDATION PROTECTION | | | 0040 601002-001 28.000 CY | 1500.00000 42000.00| 988.80000 27686.40| CLASS B CONCRETE | | | 0045 602002-001 4820.000 LB | 3.00000 14460.00| 1.57000 7567.40| EPOXY COATED REINFORCING STEEL BAR | | | 0050 603016-024 501.000 LF | 225.00000 112725.00| 201.21000 100806.21| 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0055 604001-030 200.000 LF | 80.00000 16000.00| 168.55000 33710.00| 54 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 607001-001 375.000 LF | 16.80000 6300.00| 13.95000 5231.25| TYPE 1 GUARDRAIL, CLASS 3 | | | 0065 616004-008 280.000 LF | 100.00000 28000.00| 99.90000 27972.00| HP12X74 STEEL BEARING PILE, DRIVEN | | | 0070 636001-001 LUMP | 5500.00000 5500.00| 2875.00000 2875.00| TRAFFIC CONTROL | | | 0075 638002-001 6.000 EA | 150.00000 900.00| 98.00000 588.00| RIGHT OF WAY MARKER | | | 0080 639001-001 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0085 640004-001 LUMP | 3500.00000 3500.00| 2800.00000 2800.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 0090 640005-001 6.000 MO | 1000.00000 6000.00| 1841.00000 11046.00| MINIMAL FIELD OFFICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0105802 COUNTIES : WIRT LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 38-3667285 |( 8 ) 55-0756636 |( ) |MCCOY CONSTRUCTION COMPANY |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642004-004 116.000 LB | 10.00000 1160.00| 11.55000 1339.80| SEED MIXTURE, L | | | 0100 642005-001 2.000 TN | 700.00000 1400.00| 1150.00000 2300.00| MULCH, STRAW OR HAY | | | 0105 642006-001 1.000 TN | 850.00000 850.00| 404.00000 404.00| FERTILIZER | | | 0110 642012-001 720.000 LF | 4.00000 2880.00| 3.35000 2412.00| SILT FENCE | | | 0115 642031-001 4.000 EA | 50.00000 200.00| 58.00000 232.00| DITCH CHECK | | | 0120 307005-001 AA1 750.000 TN | 45.00000 33750.00| 49.05000 36787.50| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0125 307005-002 AA2 716.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0130 401001-001 BB1 170.000 TN | 150.00000 25500.00| 126.51000 21506.70| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0135 401001-002 BB2 163.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0140 401002-001 CC1 34.000 TN | 150.00000 5100.00| 143.80000 4889.20| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0145 401002-002 CC2 33.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 379,923.00| $ 391,832.71| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 379,923.00| $ 391,832.71| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0620104 COUNTIES : PENDLETON LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : THORN CREEK ROAD PROJECT(S) : S336-0020/00-010.49 00 LOCATION: 2.63 MI N CO 25 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 133,219.00 100.0000% 2 20-3991479 BBR DRILLING COMPANY INC. $ 189,856.75 142.5148% 3 38-3667285 MCCOY CONSTRUCTION COMPANY $ 247,021.00 185.4248% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0620104 COUNTIES : PENDLETON LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 20-3991479 |( 3 ) 38-3667285 |BILCO CONSTRUCTION COMPANY, |BBR DRILLING COMPANY, INC. |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORR SLIDE(PILING) | | | 0005 204001-000 LUMP | 41600.00000 41600.00| 25000.00000 25000.00| 40000.00000 40000.00 MOBILIZATION | | | 0010 217001-000 28.000 CY | 75.00000 2100.00| 70.00000 1960.00| 200.00000 5600.00 SPECIAL ROCK FILL | | | 0015 614001-006 625.000 LF | 72.00000 45000.00| 225.00000 140625.00| 235.00000 146875.00 HP12X53 STEEL PILE | | | 0020 614001-055 105.000 LF | 0.01000 1.05| 20.00000 2100.00| 25.00000 2625.00 W8X21STEEL PILE | | | 0025 614003-001 580.000 SF | 14.00000 8120.00| 22.00000 12760.00| 30.00000 17400.00 CONCRETE LAGGING, THICKNESS 6" | | | 0030 636011-001 2820.000 UN | 0.80000 2256.00| 1.00000 2820.00| 1.50000 4230.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 440.000 HR | 36.00000 15840.00| 5.00000 2200.00| 50.00000 22000.00 FLAGGER | | | 0040 636025-001 308.000 DA | 0.75000 231.00| 1.00000 308.00| 2.00000 616.00 WARNING LIGHTS, TYPE "C" | | | 0045 639001-001 LUMP | 17000.95000 17000.95| 1000.00000 1000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0050 642012-001 175.000 LF | 2.00000 350.00| 1.05000 183.75| 5.00000 875.00 SILT FENCE | | | 0055 307005-001 AA1 18.000 TN | 40.00000 720.00| 50.00000 900.00| 100.00000 1800.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0060 307005-002 AA2 16.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 133,219.00| $ 189,856.75| $ 247,021.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 133,219.00| $ 189,856.75| $ 247,021.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0615213 COUNTIES : WYOMING LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : TWIN FALLS STATE PARK PROJECT(S) : S355-0TFS/0P-006.00 00 LOCATION: JCT. P&F 801- JCT. CO 5/3 (803) PORTION ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 473,621.95 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0615213 COUNTIES : WYOMING LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 10 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 RESURFACE WITH 1.5" HMA WEARING I | | | 0005 211001-000 261.000 CY | 84.50000 22054.50| | UNCLASSIFIED BORROW EXCAVATION | | | 0010 408002-001 1874.000 GA | 1.50000 2811.00| | BITUMINOUS MATERIAL | | | 0015 636008-001 77088.000 LF | 0.15000 11563.20| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0020 636011-001 1811.000 UN | 1.75000 3169.25| | TRAFFIC CONTROL DEVICE | | | 0025 636014-001 300.000 HR | 57.50000 17250.00| | FLAGGER | | | 0030 636025-001 70.000 DA | 2.50000 175.00| | WARNING LIGHTS, TYPE B | | | 0035 642004-002 187.000 LB | 12.00000 2244.00| | SEED MIXTURE, B | | | 0040 642005-002 1.500 TN | 900.00000 1350.00| | MULCH, WOOD CELLULOSE FIBER | | | 0045 642006-001 0.800 TN | 900.00000 720.00| | FERTILIZER | | | 0050 663001-005 7.300 MI | 725.00000 5292.50| | EDGE LINE, TYPE II WHITE | | | 0055 663003-004 7.300 MI | 725.00000 5292.50| | BARRIER LINE, TYPE II | | | 0060 401002-001 AA1 5150.000 TN | 78.00000 401700.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0065 401002-002 AA2 4893.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 473,621.95| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 473,621.95| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : CHESAPEAKE BRIDGE PROJECT(S) : S320-0061/00-013.51 00 00BR 0061 032 E00 LOCATION: OVER FIELDS CREEK, 0.11 MI N CO 77/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,315,703.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,336,789.80 101.6027% 3 55-0674033 SMH CONSTRUCTION CO., INC. $ 1,355,908.67 103.0558% 4 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,481,511.90 112.6023% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0487806 |( 3 ) 55-0674033 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 65000.00000 65000.00| 27000.00000 27000.00| 68650.00000 68650.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.00000 1.00| 560.00000 560.00| 0.01000 0.01 BUILDING DEMOLITION NUMBER, 2/1 | | | 0015 202001-000 1.000 LS | 200.00000 200.00| 6700.00000 6700.00| 4596.73000 4596.73 BUILDING DEMOLITION NUMBER, 2/2 | | | 0020 202001-000 1.000 LS | 1.00000 1.00| 1.10000 1.10| 0.01000 0.01 BUILDING DEMOLITION NUMBER, 2/3 | | | 0025 202001-000 1.000 LS | 1500.00000 1500.00| 1400.00000 1400.00| 574.59000 574.59 BUILDING DEMOLITION NUMBER, 2/4 | | | 0030 204001-000 LUMP | 40000.00000 40000.00| 40000.00000 40000.00| 39569.67000 39569.67 MOBILIZATION | | | 0035 207001-001 3040.000 CY | 16.00000 48640.00| 21.00000 63840.00| 10.68000 32467.20 UNCLASSIFIED EXCAVATION | | | 0040 207002-000 439.000 CY | 48.00000 21072.00| 69.00000 30291.00| 52.17000 22902.63 SUBGRADE | | | 0045 207034-000 846.000 SY | 1.50000 1269.00| 2.30000 1945.80| 1.20000 1015.20 FABRIC FOR SEPARATION | | | 0050 211001-000 3149.000 CY | 10.00000 31490.00| 15.00000 47235.00| 18.00000 56682.00 UNCLASSIFIED BORROW EXCAVATION | | | 0055 307001-000 354.000 CY | 48.00000 16992.00| 77.00000 27258.00| 51.08000 18082.32 AGGREGATE BASE COURSE, CLASS 1 | | | 0060 307001-000 159.000 CY | 48.00000 7632.00| 88.00000 13992.00| 53.79000 8552.61 AGGREGATE BASE COURSE, CLASS 10 | | | 0065 311006-001 109.000 CY | 100.00000 10900.00| 120.00000 13080.00| 112.05000 12213.45 OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 62.000 GA | 3.00000 186.00| 2.40000 148.80| 2.30000 142.60 BITUMINOUS MATERIAL | | | 0075 415005-001 1573.000 SY | 5.00000 7865.00| 5.50000 8651.50| 5.98000 9406.54 REMOVE EXISTING PAVEMENT SURFACE | | | 0080 502001-012 149.000 SY | 200.00000 29800.00| 220.00000 32780.00| 192.47000 28678.03 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 604002-012 597.000 LF | 70.00000 41790.00| 58.00000 34626.00| 46.49000 27754.53 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0487806 |( 3 ) 55-0674033 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 604009-012 3.000 EA | 300.00000 900.00| 640.00000 1920.00| 196.37000 589.11 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0095 605004-001 4.000 EA | 2400.00000 9600.00| 2700.00000 10800.00| 1646.89000 6587.56 TYPE B INLET | | | 0100 605004-005 30.000 LF | 150.00000 4500.00| 230.00000 6900.00| 222.72000 6681.60 CONCRETE BOX DITCH | | | 0105 605009-001 5.000 EA | 2400.00000 12000.00| 1800.00000 9000.00| 1293.79000 6468.95 TYPE G INLET | | | 0110 606029-001 472.000 LF | 10.00000 4720.00| 17.00000 8024.00| 3.41000 1609.52 FREE DRAINING BASE TRENCH | | | 0115 606030-001 30.000 LF | 10.00000 300.00| 14.00000 420.00| 35.39000 1061.70 OUTLET PIPE, 6 INCH | | | 0120 607001-001 616.000 LF | 12.00000 7392.00| 11.00000 6776.00| 6.90000 4250.40 TYPE 1 GUARDRAIL, CLASS 1 | | | 0125 607006-001 8.000 EA | 850.00000 6800.00| 890.00000 7120.00| 844.65000 6757.20 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 607010-020 878.000 LF | 3.00000 2634.00| 1.10000 965.80| 1.22000 1071.16 GUARDRAIL REMOVAL | | | 0135 607065-001 2.000 EA | 1900.00000 3800.00| 1700.00000 3400.00| 1792.73000 3585.46 FLARED END TERMINAL | | | 0140 609001-001 149.000 SY | 90.00000 13410.00| 80.00000 11920.00| 53.00000 7897.00 CONCRETE SIDEWALK | | | 0145 609002-001 17.000 CY | 60.00000 1020.00| 130.00000 2210.00| 64.17000 1090.89 BED COURSE MATERIAL | | | 0150 609005-001 4.000 EA | 800.00000 3200.00| 1100.00000 4400.00| 952.83000 3811.32 SIDEWALK RAMP | | | 0155 610001-001 305.000 LF | 25.00000 7625.00| 38.00000 11590.00| 37.73000 11507.65 PLAIN CONCRETE CURBING, TYPE I | | | 0160 610001-003 11.000 LF | 30.00000 330.00| 68.00000 748.00| 80.76000 888.36 PLAIN CONCRETE CURBING, TYPE III | | | 0165 631001-001 LUMP | 5800.00000 5800.00| 4100.00000 4100.00| 17237.75000 17237.75 ELECTRICAL WORK | | | 0170 636007-001 800.000 LF | 1.00000 800.00| 0.57000 456.00| 0.57000 456.00 ERADICATION OF PAVEMENT MARKING | | | 0175 636008-001 3600.000 LF | 0.30000 1080.00| 0.24000 864.00| 0.40000 1440.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0487806 |( 3 ) 55-0674033 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 636011-001 5780.000 UN | 1.00000 5780.00| 0.86000 4970.80| 1.12000 6473.60 TRAFFIC CONTROL DEVICE | | | 0185 636012-010 1.000 EA | 100.00000 100.00| 61.00000 61.00| 125.40000 125.40 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0190 636013-001 100.000 EA | 0.50000 50.00| 1.20000 120.00| 1.00000 100.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0195 636014-001 160.000 HR | 45.00000 7200.00| 54.00000 8640.00| 53.14000 8502.40 FLAGGER | | | 0205 636025-001 1440.000 DA | 2.00000 2880.00| 0.62000 892.80| 1.63000 2347.20 WARNING LIGHTS, TYPE B | | | 0210 637001-001 6.000 MG | 50.00000 300.00| 78.00000 468.00| 62.70000 376.20 WATER FOR DUST PALLIATIVE | | | 0215 639001-001 LUMP | 55000.50000 55000.50| 11000.00000 11000.00| 5109.89000 5109.89 CONSTRUCTION LAYOUT STAKE | | | 0220 640003-001 LUMP | 2500.00000 2500.00| 620.00000 620.00| 626.98000 626.98 BUILDING EQUIPMENT | | | 0225 640006-001 12.000 MO | 750.00000 9000.00| 1300.00000 15600.00| 909.12000 10909.44 SMALL FIELD OFFICE | | | 0230 642001-001 1665.000 LF | 0.10000 166.50| 1.30000 2164.50| 3.58000 5960.70 TEMPORARY BERM | | | 0235 642002-001 93.000 LF | 2.00000 186.00| 23.00000 2139.00| 10.95000 1018.35 SLOPE DRAIN | | | 0240 642004-003 20.000 LB | 12.00000 240.00| 56.00000 1120.00| 14.45000 289.00 SEED MIXTURE, D | | | 0245 642005-001 0.500 TN | 600.00000 300.00| 2200.00000 1100.00| 664.62000 332.31 MULCH, STRAW OR HAY | | | 0250 642006-001 0.100 TN | 600.00000 60.00| 1100.00000 110.00| 990.92000 99.09 FERTILIZER | | | 0255 642010-001 0.400 TN | 100.00000 40.00| 560.00000 224.00| 421.82000 168.73 AGRICULTURAL LIMESTONE | | | 0260 642012-001 1650.000 LF | 2.00000 3300.00| 3.60000 5940.00| 2.73000 4504.50 SILT FENCE | | | 0265 642031-001 11.000 EA | 40.00000 440.00| 140.00000 1540.00| 37.79000 415.69 DITCH CHECK | | | 0270 651001-001 284.000 CY | 40.00000 11360.00| 30.00000 8520.00| 17.26000 4901.84 FURNISHING AND PLACING TOPSOIL | | | 0275 652002-001 0.300 TN | 600.00000 180.00| 1100.00000 330.00| 1128.59000 338.58 FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0487806 |( 3 ) 55-0674033 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 652002-002 0.100 TN | 800.00000 80.00| 2200.00000 220.00| 1279.14000 127.91 FERTILIZER, UREA FORMALDEHYDE | | | 0285 652003-001 69.000 LB | 15.00000 1035.00| 28.00000 1932.00| 13.85000 955.65 SEED MIXTURES, B, C-1, OR C-2 | | | 0290 652004-001 1.400 TN | 600.00000 840.00| 1800.00000 2520.00| 1552.81000 2173.93 STRAW OR HAY MULCH | | | 0295 657008-001 26.000 LF | 8.00000 208.00| 9.20000 239.20| 7.10000 184.60 2.00 LB CHANNEL POST | | | 0300 657010-001 73.000 LF | 11.00000 803.00| 11.00000 803.00| 8.28000 604.44 3.00 LB CHANNEL POST | | | 0305 657018-001 13.000 EA | 40.00000 520.00| 38.00000 494.00| 147.87000 1922.31 POST REMOVAL | | | 0310 660004-045 2.000 EA | 1700.00000 3400.00| 2400.00000 4800.00| 1123.83000 2247.66 SIGNAL SUPPORT, D | | | 0315 661001-001 30.000 SF | 25.00000 750.00| 31.00000 930.00| 53.23000 1596.90 0.080 IN FLAT SHEET SIGN | | | 0320 661011-001 8.000 EA | 100.00000 800.00| 69.00000 552.00| 207.02000 1656.16 INSTALLATION OF REUSABLE SIGN | | | 0325 663001-004 2060.000 LF | 0.30000 618.00| 0.24000 494.40| 0.41000 844.60 EDGE LINE, TYPE II ,WHITE | | | 0330 663003-005 2060.000 LF | 0.30000 618.00| 0.24000 494.40| 0.41000 844.60 BARRIER LINE, TYPE II | | | 0335 663005-010 35.000 LF | 10.00000 350.00| 12.00000 420.00| 17.74000 620.90 STOP LINE, TYPE V (12") | | | 0340 401001-001 AA1 1267.000 TN | 90.00000 114030.00| 100.00000 126700.00| 103.39000 130995.13 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0345 401001-002 AA2 1211.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0350 401002-001 BB1 371.000 TN | 96.00000 35616.00| 110.00000 40810.00| 110.02000 40817.42 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 4 | | | 0355 401002-002 BB2 355.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 4 | | | 0360 636002-001 CC1 1.000 TN | 32.00000 32.00| 330.00000 330.00| 41.71000 41.71 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0487806 |( 3 ) 55-0674033 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0365 636002-002 CC2 1.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 669,032.00| $ 688,422.10| $ 652,513.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10572 | | | 0370 203001-000 LUMP | 65000.00000 65000.00| 33000.00000 33000.00| 96702.02000 96702.02 DISMANTLING STRUCTURE | | | 0375 211002-000 231.000 CY | 35.00000 8085.00| 57.00000 13167.00| 60.33000 13936.23 ROCK BORROW EXCAVATION | | | 0380 212001-000 128.000 CY | 35.00000 4480.00| 120.00000 15360.00| 24.66000 3156.48 STRUCTURE EXCAVATION | | | 0385 212005-000 36.000 CY | 70.00000 2520.00| 130.00000 4680.00| 116.15000 4181.40 SELECT MATERIAL FOR BACKFILLING | | | 0390 601002-001 77.000 CY | 525.00000 40425.00| 750.00000 57750.00| 445.02000 34266.54 CLASS B CONCRETE | | | 0395 601003-001 27.000 CY | 860.00000 23220.00| 970.00000 26190.00| 985.38000 26605.26 CLASS K CONCRETE | | | 0400 601009-001 125.000 CY | 750.00000 93750.00| 940.00000 117500.00| 783.09000 97886.25 CLASS H CONCRETE | | | 0405 601014-001 LUMP | 1500.00000 1500.00| 5600.00000 5600.00| 3835.20000 3835.20 TEST SLAB | | | 0410 602001-001 10476.000 LB | 1.10000 11523.60| 1.10000 11523.60| 1.06000 11104.56 REINFORCING STEEL BAR | | | 0415 602002-001 27847.000 LB | 1.25000 34808.75| 1.30000 36201.10| 1.16000 32302.52 EPOXY COATED REINFORCING STEEL BAR | | | 0420 603018-015 363.000 LF | 350.00000 127050.00| 270.00000 98010.00| 283.27000 102827.01 45 INCH PRESTRESSED CONCRETE I BEAM | | | 0425 615004-001 3436.000 LB | 0.50000 1718.00| 3.50000 12026.00| 2.49000 8555.64 FABRICATED STRUCTURAL STEEL | | | 0430 616004-006 432.000 LF | 45.00000 19440.00| 50.00000 21600.00| 65.61000 28343.52 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0435 616005-006 240.000 LF | 65.00000 15600.00| 99.00000 23760.00| 87.99000 21117.60 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0440 617003-001 90.000 LF | 95.00000 8550.00| 150.00000 13500.00| 221.21000 19908.90 ALUMINUM RAILING | | | 0445 636005-001 1.000 LS | 155000.00000 155000.00| 149000.00000 149000.00| 191231.59000 191231.59 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0487806 |( 3 ) 55-0674033 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 639001-001 LUMP | 30000.65000 30000.65| 6200.00000 6200.00| 5553.43000 5553.43 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 642,671.00| $ 645,067.70| $ 701,514.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0455 640004-001 LUMP | 4000.00000 4000.00| 3300.00000 3300.00| 1880.95000 1880.95 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 3,300.00| $ 1,880.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,315,703.00| $ 1,336,789.80| $ 1,355,908.67 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0710073 |( ) |( ) |TEAYS RIVER CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 95000.00000 95000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 2/1 | | | 0015 202001-000 1.000 LS | 8000.00000 8000.00| | BUILDING DEMOLITION NUMBER, 2/2 | | | 0020 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 2/3 | | | 0025 202001-000 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION NUMBER, 2/4 | | | 0030 204001-000 LUMP | 42000.00000 42000.00| | MOBILIZATION | | | 0035 207001-001 3040.000 CY | 13.00000 39520.00| | UNCLASSIFIED EXCAVATION | | | 0040 207002-000 439.000 CY | 58.00000 25462.00| | SUBGRADE | | | 0045 207034-000 846.000 SY | 2.00000 1692.00| | FABRIC FOR SEPARATION | | | 0050 211001-000 3149.000 CY | 20.00000 62980.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0055 307001-000 354.000 CY | 65.00000 23010.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0060 307001-000 159.000 CY | 60.00000 9540.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0065 311006-001 109.000 CY | 130.00000 14170.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 62.000 GA | 2.00000 124.00| | BITUMINOUS MATERIAL | | | 0075 415005-001 1573.000 SY | 10.00000 15730.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0080 502001-012 149.000 SY | 300.00000 44700.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 604002-012 597.000 LF | 55.00000 32835.00| | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0710073 |( ) |( ) |TEAYS RIVER CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 604009-012 3.000 EA | 250.00000 750.00| | 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0095 605004-001 4.000 EA | 2500.00000 10000.00| | TYPE B INLET | | | 0100 605004-005 30.000 LF | 350.00000 10500.00| | CONCRETE BOX DITCH | | | 0105 605009-001 5.000 EA | 2500.00000 12500.00| | TYPE G INLET | | | 0110 606029-001 472.000 LF | 5.00000 2360.00| | FREE DRAINING BASE TRENCH | | | 0115 606030-001 30.000 LF | 25.00000 750.00| | OUTLET PIPE, 6 INCH | | | 0120 607001-001 616.000 LF | 15.00000 9240.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0125 607006-001 8.000 EA | 1200.00000 9600.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 607010-020 878.000 LF | 1.25000 1097.50| | GUARDRAIL REMOVAL | | | 0135 607065-001 2.000 EA | 1500.00000 3000.00| | FLARED END TERMINAL | | | 0140 609001-001 149.000 SY | 65.00000 9685.00| | CONCRETE SIDEWALK | | | 0145 609002-001 17.000 CY | 75.00000 1275.00| | BED COURSE MATERIAL | | | 0150 609005-001 4.000 EA | 1500.00000 6000.00| | SIDEWALK RAMP | | | 0155 610001-001 305.000 LF | 50.00000 15250.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0160 610001-003 11.000 LF | 50.00000 550.00| | PLAIN CONCRETE CURBING, TYPE III | | | 0165 631001-001 LUMP | 7000.00000 7000.00| | ELECTRICAL WORK | | | 0170 636007-001 800.000 LF | 1.00000 800.00| | ERADICATION OF PAVEMENT MARKING | | | 0175 636008-001 3600.000 LF | 0.25000 900.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0710073 |( ) |( ) |TEAYS RIVER CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 636011-001 5780.000 UN | 1.00000 5780.00| | TRAFFIC CONTROL DEVICE | | | 0185 636012-010 1.000 EA | 300.00000 300.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0190 636013-001 100.000 EA | 3.00000 300.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0195 636014-001 160.000 HR | 80.00000 12800.00| | FLAGGER | | | 0205 636025-001 1440.000 DA | 1.50000 2160.00| | WARNING LIGHTS, TYPE B | | | 0210 637001-001 6.000 MG | 60.00000 360.00| | WATER FOR DUST PALLIATIVE | | | 0215 639001-001 LUMP | 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKE | | | 0220 640003-001 LUMP | 1000.00000 1000.00| | BUILDING EQUIPMENT | | | 0225 640006-001 12.000 MO | 1500.00000 18000.00| | SMALL FIELD OFFICE | | | 0230 642001-001 1665.000 LF | 0.50000 832.50| | TEMPORARY BERM | | | 0235 642002-001 93.000 LF | 15.00000 1395.00| | SLOPE DRAIN | | | 0240 642004-003 20.000 LB | 12.00000 240.00| | SEED MIXTURE, D | | | 0245 642005-001 0.500 TN | 3500.00000 1750.00| | MULCH, STRAW OR HAY | | | 0250 642006-001 0.100 TN | 5000.00000 500.00| | FERTILIZER | | | 0255 642010-001 0.400 TN | 60.00000 24.00| | AGRICULTURAL LIMESTONE | | | 0260 642012-001 1650.000 LF | 2.00000 3300.00| | SILT FENCE | | | 0265 642031-001 11.000 EA | 125.00000 1375.00| | DITCH CHECK | | | 0270 651001-001 284.000 CY | 15.00000 4260.00| | FURNISHING AND PLACING TOPSOIL | | | 0275 652002-001 0.300 TN | 1500.00000 450.00| | FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0710073 |( ) |( ) |TEAYS RIVER CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 652002-002 0.100 TN | 1500.00000 150.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0285 652003-001 69.000 LB | 25.00000 1725.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0290 652004-001 1.400 TN | 1000.00000 1400.00| | STRAW OR HAY MULCH | | | 0295 657008-001 26.000 LF | 8.00000 208.00| | 2.00 LB CHANNEL POST | | | 0300 657010-001 73.000 LF | 10.00000 730.00| | 3.00 LB CHANNEL POST | | | 0305 657018-001 13.000 EA | 30.00000 390.00| | POST REMOVAL | | | 0310 660004-045 2.000 EA | 1500.00000 3000.00| | SIGNAL SUPPORT, D | | | 0315 661001-001 30.000 SF | 25.00000 750.00| | 0.080 IN FLAT SHEET SIGN | | | 0320 661011-001 8.000 EA | 50.00000 400.00| | INSTALLATION OF REUSABLE SIGN | | | 0325 663001-004 2060.000 LF | 0.30000 618.00| | EDGE LINE, TYPE II ,WHITE | | | 0330 663003-005 2060.000 LF | 0.30000 618.00| | BARRIER LINE, TYPE II | | | 0335 663005-010 35.000 LF | 8.00000 280.00| | STOP LINE, TYPE V (12") | | | 0340 401001-001 AA1 1267.000 TN | 120.00000 152040.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0345 401001-002 AA2 1211.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0350 401002-001 BB1 371.000 TN | 100.00000 37100.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 4 | | | 0355 401002-002 BB2 355.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 4 | | | 0360 636002-001 CC1 1.000 TN | 50.00000 50.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0710073 |( ) |( ) |TEAYS RIVER CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0365 636002-002 CC2 1.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 782,308.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10572 | | | 0370 203001-000 LUMP | 50000.00000 50000.00| | DISMANTLING STRUCTURE | | | 0375 211002-000 231.000 CY | 25.00000 5775.00| | ROCK BORROW EXCAVATION | | | 0380 212001-000 128.000 CY | 30.00000 3840.00| | STRUCTURE EXCAVATION | | | 0385 212005-000 36.000 CY | 160.00000 5760.00| | SELECT MATERIAL FOR BACKFILLING | | | 0390 601002-001 77.000 CY | 690.00000 53130.00| | CLASS B CONCRETE | | | 0395 601003-001 27.000 CY | 1100.00000 29700.00| | CLASS K CONCRETE | | | 0400 601009-001 125.000 CY | 950.00000 118750.00| | CLASS H CONCRETE | | | 0405 601014-001 LUMP | 5000.00000 5000.00| | TEST SLAB | | | 0410 602001-001 10476.000 LB | 1.40000 14666.40| | REINFORCING STEEL BAR | | | 0415 602002-001 27847.000 LB | 1.50000 41770.50| | EPOXY COATED REINFORCING STEEL BAR | | | 0420 603018-015 363.000 LF | 310.00000 112530.00| | 45 INCH PRESTRESSED CONCRETE I BEAM | | | 0425 615004-001 3436.000 LB | 4.50000 15462.00| | FABRICATED STRUCTURAL STEEL | | | 0430 616004-006 432.000 LF | 35.00000 15120.00| | HP12X53 STEEL BEARING PILE, DRIVEN | | | 0435 616005-006 240.000 LF | 55.00000 13200.00| | HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0440 617003-001 90.000 LF | 250.00000 22500.00| | ALUMINUM RAILING | | | 0445 636005-001 1.000 LS | 184000.00000 184000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9809905 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0710073 |( ) |( ) |TEAYS RIVER CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 696,203.90| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0455 640004-001 LUMP | 3000.00000 3000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,481,511.90| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : PARSONS TOWN BRIDGE PROJECT(S) : S347-0219/00-008.25 00 00BR 0219 102 E00 LOCATION: /SHAVERS FORK, 0.15 MI N WV 72 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0609442 MEC CONSTRUCTION, INC. $ 2,221,652.62 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 2,279,810.95 102.6178% 3 34-1199322 VELOTTA COMPANY, THE $ 2,424,408.38 109.1263% 4 55-0417282 TURMAN CONSTRUCTION CO. $ 2,486,752.30 111.9325% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 2,535,983.00 114.1485% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0609442 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 90000.00000 90000.00| 30000.00000 30000.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 35000.00000 35000.00| 46000.00000 46000.00| 76000.00000 76000.00 MOBILIZATION | | | 0015 207001-001 1125.000 CY | 11.80000 13275.00| 30.00000 33750.00| 31.00000 34875.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 287.000 CY | 47.00000 13489.00| 57.00000 16359.00| 92.00000 26404.00 SUBGRADE | | | 0025 207034-000 1574.000 SY | 1.10000 1731.40| 2.30000 3620.20| 2.00000 3148.00 FABRIC FOR SEPARATION | | | 0030 211001-000 394.000 CY | 41.00000 16154.00| 36.00000 14184.00| 33.00000 13002.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 287.000 CY | 46.00000 13202.00| 79.00000 22673.00| 90.00000 25830.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 47.000 CY | 74.00000 3478.00| 95.00000 4465.00| 96.00000 4512.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 415005-001 3614.000 SY | 3.20000 11564.80| 2.90000 10480.60| 2.35000 8492.90 REMOVE EXISTING PAVEMENT SURFACE | | | 0050 502001-012 207.000 SY | 158.00000 32706.00| 210.00000 43470.00| 187.00000 38709.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 604002-016 70.000 LF | 73.00000 5110.00| 68.00000 4760.00| 89.00000 6230.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0060 605004-001 1.000 EA | 2225.00000 2225.00| 1700.00000 1700.00| 3000.00000 3000.00 TYPE B INLET | | | 0065 605039-001 1.000 EA | 2630.00000 2630.00| 4200.00000 4200.00| 1000.00000 1000.00 JUNCTION BOX | | | 0070 607001-001 300.000 LF | 21.60000 6480.00| 22.00000 6600.00| 21.05000 6315.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0075 607006-001 1.000 EA | 1390.00000 1390.00| 1400.00000 1400.00| 1551.00000 1551.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0080 607009-001 87.500 LF | 5.60000 490.00| 5.60000 490.00| 5.91000 517.13 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0085 609001-001 33.000 SY | 66.00000 2178.00| 110.00000 3630.00| 86.00000 2838.00 CONCRETE SIDEWALK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0609442 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 609002-001 5.000 CY | 95.00000 475.00| 150.00000 750.00| 84.00000 420.00 BED COURSE MATERIAL | | | 0095 610001-001 53.000 LF | 37.50000 1987.50| 77.00000 4081.00| 30.00000 1590.00 PLAIN CONCRETE CURBING, TYPE I | | | 0100 636005-001 1.000 LS | 312000.00000 312000.00| 220000.00000 220000.00| 600000.00000 600000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0105 636007-001 1000.000 LF | 0.83000 830.00| 1.20000 1200.00| 0.50000 500.00 ERADICATION OF PAVEMENT MARKING | | | 0110 636008-001 3400.000 LF | 0.28000 952.00| 0.31000 1054.00| 0.35000 1190.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0115 636011-001 8660.000 UN | 1.20000 10392.00| 1.30000 11258.00| 0.95000 8227.00 TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 27.75000 55.50| 360.00000 720.00| 250.00000 500.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 100.000 EA | 1.55000 155.00| 2.40000 240.00| 2.50000 250.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 300.000 HR | 54.00000 16200.00| 56.00000 16800.00| 50.00000 15000.00 FLAGGER | | | 0135 636024-001 85.000 LF | 33.00000 2805.00| 100.00000 8500.00| 67.00000 5695.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0140 636025-001 2800.000 DA | 1.28000 3584.00| 1.20000 3360.00| 1.50000 4200.00 WARNING LIGHTS, TYPE B | | | 0145 636041-001 25.000 EA | 39.00000 975.00| 61.00000 1525.00| 25.00000 625.00 TUBULAR MARKER, INITIAL INSTALLATION | | | 0150 636042-001 25.000 EA | 39.00000 975.00| 61.00000 1525.00| 25.00000 625.00 TUBULAR MARKER REPLACEMENT | | | 0155 638002-001 14.000 EA | 70.00000 980.00| 57.00000 798.00| 45.00000 630.00 RIGHT OF WAY MARKER | | | 0160 639001-001 LUMP | 6400.00000 6400.00| 9300.00000 9300.00| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKE | | | 0165 640003-001 LUMP | 3000.00000 3000.00| 620.00000 620.00| 2400.00000 2400.00 BUILDING EQUIPMENT | | | 0170 640006-001 18.000 MO | 800.00000 14400.00| 1100.00000 19800.00| 1800.00000 32400.00 SMALL FIELD OFFICE | | | 0175 642001-001 875.000 LF | 0.52000 455.00| 0.63000 551.25| 1.00000 875.00 TEMPORARY BERM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0609442 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 642004-002 200.000 LB | 2.88000 576.00| 1.10000 220.00| 1.00000 200.00 SEED MIXTURE, B | | | 0185 642005-001 0.500 TN | 5440.00000 2720.00| 2200.00000 1100.00| 2000.00000 1000.00 MULCH, STRAW OR HAY | | | 0190 642006-001 0.500 TN | 440.00000 220.00| 1100.00000 550.00| 1000.00000 500.00 FERTILIZER | | | 0195 642010-001 0.500 TN | 55.00000 27.50| 56.00000 28.00| 50.00000 25.00 AGRICULTURAL LIMESTONE | | | 0200 642011-001 20.000 EA | 5.50000 110.00| 15.00000 300.00| 8.00000 160.00 HAY OR STRAW BALE | | | 0205 642012-001 700.000 LF | 2.35000 1645.00| 3.60000 2520.00| 4.00000 2800.00 SILT FENCE | | | 0210 642031-001 7.000 EA | 72.00000 504.00| 140.00000 980.00| 100.00000 700.00 DITCH CHECK | | | 0215 642050-001 1.000 EA | 470.00000 470.00| 780.00000 780.00| 300.00000 300.00 DEWATERING DEVICE | | | 0220 652001-001 1.000 TN | 55.00000 55.00| 56.00000 56.00| 50.00000 50.00 AGRICULTURAL LIMESTONE | | | 0225 652002-001 0.500 TN | 444.00000 222.00| 1100.00000 550.00| 1000.00000 500.00 FERTILIZER, 10-20-10 | | | 0230 652003-001 100.000 LB | 3.35000 335.00| 11.00000 1100.00| 10.00000 1000.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0235 652004-001 1.000 TN | 2890.00000 2890.00| 2200.00000 2200.00| 2000.00000 2000.00 STRAW OR HAY MULCH | | | 0240 661013-001 25.000 EA | 42.00000 1050.00| 55.00000 1375.00| 35.00000 875.00 PLASTIC DELINEATOR POST, WHITE | | | 0245 663001-004 2900.000 LF | 0.28000 812.00| 0.31000 899.00| 0.35000 1015.00 EDGE LINE, TYPE II ,WHITE | | | 0250 663003-005 2100.000 LF | 0.28000 588.00| 0.31000 651.00| 0.35000 735.00 BARRIER LINE, TYPE II | | | 0255 663007-010 175.000 LF | 6.40000 1120.00| 7.30000 1277.50| 6.00000 1050.00 STRIPE, TYPE V ,WHITE (12") | | | 0260 663009-025 2.000 EA | 172.00000 344.00| 300.00000 600.00| 125.00000 250.00 BICYCLE SYMBOL, TYPE V | | | 0265 670004-181 430.000 LF | 250.00000 107500.00| 300.00000 129000.00| 70.00000 30100.00 4 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0270 675007-022 244.000 LF | 75.00000 18300.00| 86.00000 20984.00| 55.00000 13420.00 8 INCH PLASTIC SEWER PIPE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0609442 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 675007-024 81.000 LF | 85.00000 6885.00| 130.00000 10530.00| 60.00000 4860.00 10 INCH PLASTIC SEWER PIPE | | | 0280 675014-001 4.000 EA | 2775.00000 11100.00| 5400.00000 21600.00| 3000.00000 12000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0285 401001-001 AA1 736.000 TN | 72.00000 52992.00| 80.00000 58880.00| 65.00000 47840.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0290 401001-002 AA2 663.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0295 401002-001 BB1 277.000 TN | 109.50000 30331.50| 120.00000 33240.00| 98.75000 27353.75 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0300 401002-002 BB2 249.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 868,521.20| $ 839,284.55| $ 1,134,284.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10541 | | | 0305 203001-000 LUMP | 106100.00000 106100.00| 100000.00000 100000.00| 75000.00000 75000.00 DISMANTLING STRUCTURE | | | 0310 211002-000 373.000 CY | 34.00000 12682.00| 53.00000 19769.00| 23.00000 8579.00 ROCK BORROW EXCAVATION | | | 0315 212001-000 859.000 CY | 25.00000 21475.00| 57.00000 48963.00| 105.00000 90195.00 STRUCTURE EXCAVATION | | | 0320 212002-000 120.000 CY | 290.00000 34800.00| 210.00000 25200.00| 140.00000 16800.00 WET EXCAVATION | | | 0325 212005-000 98.000 CY | 120.00000 11760.00| 94.00000 9212.00| 125.00000 12250.00 SELECT MATERIAL FOR BACKFILLING | | | 0330 601002-001 419.000 CY | 500.00000 209500.00| 530.00000 222070.00| 525.00000 219975.00 CLASS B CONCRETE | | | 0335 601003-001 68.000 CY | 890.00000 60520.00| 850.00000 57800.00| 900.00000 61200.00 CLASS K CONCRETE | | | 0340 601009-001 300.000 CY | 789.00000 236700.00| 850.00000 255000.00| 650.00000 195000.00 CLASS H CONCRETE | | | 0345 602001-001 50214.000 LB | 1.06000 53226.84| 1.00000 50214.00| 0.90000 45192.60 REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0609442 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0350 602002-001 69582.000 LB | 1.19000 82802.58| 1.20000 83498.40| 1.00000 69582.00 EPOXY COATED REINFORCING STEEL BAR | | | 0355 615001-001 211455.000 LS | 475000.00000 475000.00| 510000.00000 510000.00| 423000.00000 423000.00 STEEL SUPERSTRUCTURE | | | 0360 617003-001 510.000 LF | 76.50000 39015.00| 100.00000 51000.00| 85.00000 43350.00 ALUMINUM RAILING | | | 0365 639001-001 LUMP | 9550.00000 9550.00| 7800.00000 7800.00| 30000.00000 30000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,353,131.42| $ 1,440,526.40| $ 1,290,123.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,221,652.62| $ 2,279,810.95| $ 2,424,408.38 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0417282 |( 5 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 135400.00000 135400.00| 68000.00000 68000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 73900.00000 73900.00| 70000.00000 70000.00| MOBILIZATION | | | 0015 207001-001 1125.000 CY | 20.00000 22500.00| 12.00000 13500.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 287.000 CY | 55.00000 15785.00| 48.00000 13776.00| SUBGRADE | | | 0025 207034-000 1574.000 SY | 3.00000 4722.00| 1.50000 2361.00| FABRIC FOR SEPARATION | | | 0030 211001-000 394.000 CY | 53.00000 20882.00| 26.00000 10244.00| UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 287.000 CY | 50.00000 14350.00| 48.00000 13776.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 47.000 CY | 57.00000 2679.00| 48.00000 2256.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0045 415005-001 3614.000 SY | 4.00000 14456.00| 4.00000 14456.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0050 502001-012 207.000 SY | 180.00000 37260.00| 207.00000 42849.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 604002-016 70.000 LF | 47.00000 3290.00| 80.00000 5600.00| 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0060 605004-001 1.000 EA | 2120.00000 2120.00| 2300.00000 2300.00| TYPE B INLET | | | 0065 605039-001 1.000 EA | 2345.00000 2345.00| 2300.00000 2300.00| JUNCTION BOX | | | 0070 607001-001 300.000 LF | 19.45000 5835.00| 21.00000 6300.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0075 607006-001 1.000 EA | 1252.00000 1252.00| 1500.00000 1500.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0080 607009-001 87.500 LF | 5.00000 437.50| 6.00000 525.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0085 609001-001 33.000 SY | 160.00000 5280.00| 90.00000 2970.00| CONCRETE SIDEWALK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0417282 |( 5 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 609002-001 5.000 CY | 170.00000 850.00| 50.00000 250.00| BED COURSE MATERIAL | | | 0095 610001-001 53.000 LF | 68.60000 3635.80| 40.00000 2120.00| PLAIN CONCRETE CURBING, TYPE I | | | 0100 636005-001 1.000 LS | 320000.00000 320000.00| 290000.00000 290000.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0105 636007-001 1000.000 LF | 0.95000 950.00| 1.00000 1000.00| ERADICATION OF PAVEMENT MARKING | | | 0110 636008-001 3400.000 LF | 0.25000 850.00| 0.30000 1020.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0115 636011-001 8660.000 UN | 1.10000 9526.00| 1.20000 10392.00| TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 300.00000 600.00| 100.00000 200.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 100.000 EA | 47.00000 4700.00| 2.00000 200.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 300.000 HR | 45.00000 13500.00| 50.00000 15000.00| FLAGGER | | | 0135 636024-001 85.000 LF | 68.00000 5780.00| 60.00000 5100.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0140 636025-001 2800.000 DA | 1.00000 2800.00| 2.00000 5600.00| WARNING LIGHTS, TYPE B | | | 0145 636041-001 25.000 EA | 50.00000 1250.00| 55.00000 1375.00| TUBULAR MARKER, INITIAL INSTALLATION | | | 0150 636042-001 25.000 EA | 50.00000 1250.00| 55.00000 1375.00| TUBULAR MARKER REPLACEMENT | | | 0155 638002-001 14.000 EA | 125.00000 1750.00| 100.00000 1400.00| RIGHT OF WAY MARKER | | | 0160 639001-001 LUMP | 20000.00000 20000.00| 65000.00000 65000.00| CONSTRUCTION LAYOUT STAKE | | | 0165 640003-001 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| BUILDING EQUIPMENT | | | 0170 640006-001 18.000 MO | 1500.00000 27000.00| 750.00000 13500.00| SMALL FIELD OFFICE | | | 0175 642001-001 875.000 LF | 2.00000 1750.00| 0.20000 175.00| TEMPORARY BERM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0417282 |( 5 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 642004-002 200.000 LB | 1.00000 200.00| 11.00000 2200.00| SEED MIXTURE, B | | | 0185 642005-001 0.500 TN | 2000.00000 1000.00| 700.00000 350.00| MULCH, STRAW OR HAY | | | 0190 642006-001 0.500 TN | 1000.00000 500.00| 800.00000 400.00| FERTILIZER | | | 0195 642010-001 0.500 TN | 50.00000 25.00| 200.00000 100.00| AGRICULTURAL LIMESTONE | | | 0200 642011-001 20.000 EA | 5.00000 100.00| 10.00000 200.00| HAY OR STRAW BALE | | | 0205 642012-001 700.000 LF | 4.00000 2800.00| 2.00000 1400.00| SILT FENCE | | | 0210 642031-001 7.000 EA | 100.00000 700.00| 65.00000 455.00| DITCH CHECK | | | 0215 642050-001 1.000 EA | 550.00000 550.00| 800.00000 800.00| DEWATERING DEVICE | | | 0220 652001-001 1.000 TN | 50.00000 50.00| 200.00000 200.00| AGRICULTURAL LIMESTONE | | | 0225 652002-001 0.500 TN | 1100.00000 550.00| 800.00000 400.00| FERTILIZER, 10-20-10 | | | 0230 652003-001 100.000 LB | 15.00000 1500.00| 11.00000 1100.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0235 652004-001 1.000 TN | 2500.00000 2500.00| 700.00000 700.00| STRAW OR HAY MULCH | | | 0240 661013-001 25.000 EA | 45.00000 1125.00| 55.00000 1375.00| PLASTIC DELINEATOR POST, WHITE | | | 0245 663001-004 2900.000 LF | 0.25000 725.00| 0.30000 870.00| EDGE LINE, TYPE II ,WHITE | | | 0250 663003-005 2100.000 LF | 0.25000 525.00| 0.30000 630.00| BARRIER LINE, TYPE II | | | 0255 663007-010 175.000 LF | 6.00000 1050.00| 8.00000 1400.00| STRIPE, TYPE V ,WHITE (12") | | | 0260 663009-025 2.000 EA | 250.00000 500.00| 300.00000 600.00| BICYCLE SYMBOL, TYPE V | | | 0265 670004-181 430.000 LF | 225.00000 96750.00| 400.00000 172000.00| 4 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0270 675007-022 244.000 LF | 85.00000 20740.00| 248.00000 60512.00| 8 INCH PLASTIC SEWER PIPE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -10 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0417282 |( 5 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 675007-024 81.000 LF | 90.00000 7290.00| 255.00000 20655.00| 10 INCH PLASTIC SEWER PIPE | | | 0280 675014-001 4.000 EA | 3500.00000 14000.00| 4000.00000 16000.00| MANHOLE COMPLETE, INCLUDING CASTING | | | 0285 401001-001 AA1 736.000 TN | 70.00000 51520.00| 70.00000 51520.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0290 401001-002 AA2 663.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0295 401002-001 BB1 277.000 TN | 110.00000 30470.00| 105.00000 29085.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0300 401002-002 BB2 249.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,018,855.30| $ 1,051,872.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10541 | | | 0305 203001-000 LUMP | 143000.00000 143000.00| 168000.00000 168000.00| DISMANTLING STRUCTURE | | | 0310 211002-000 373.000 CY | 61.00000 22753.00| 46.00000 17158.00| ROCK BORROW EXCAVATION | | | 0315 212001-000 859.000 CY | 32.00000 27488.00| 30.00000 25770.00| STRUCTURE EXCAVATION | | | 0320 212002-000 120.000 CY | 200.00000 24000.00| 75.00000 9000.00| WET EXCAVATION | | | 0325 212005-000 98.000 CY | 80.00000 7840.00| 75.00000 7350.00| SELECT MATERIAL FOR BACKFILLING | | | 0330 601002-001 419.000 CY | 630.00000 263970.00| 480.00000 201120.00| CLASS B CONCRETE | | | 0335 601003-001 68.000 CY | 800.00000 54400.00| 1050.00000 71400.00| CLASS K CONCRETE | | | 0340 601009-001 300.000 CY | 920.00000 276000.00| 950.00000 285000.00| CLASS H CONCRETE | | | 0345 602001-001 50214.000 LB | 1.00000 50214.00| 1.00000 50214.00| REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 008 -11 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9810501 COUNTIES : TUCKER LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0417282 |( 5 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0350 602002-001 69582.000 LB | 1.00000 69582.00| 1.20000 83498.40| EPOXY COATED REINFORCING STEEL BAR | | | 0355 615001-001 211455.000 LS | 445000.00000 445000.00| 495000.00000 495000.00| STEEL SUPERSTRUCTURE | | | 0360 617003-001 510.000 LF | 115.00000 58650.00| 60.00000 30600.00| ALUMINUM RAILING | | | 0365 639001-001 LUMP | 25000.00000 25000.00| 40000.60000 40000.60| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,467,897.00| $ 1,484,111.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,486,752.30| $ 2,535,983.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0624440 COUNTIES : WETZEL LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WV 7 SLIP REPAIR PROJECT(S) : E352-0007/00-003.60 00 00ER 0105 076 E00 LOCATION: BEG: 1.48 MI E JCT CR 7/9 END: 1.55 MI E JCT CR 7/9 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 338,997.98 100.0000% 2 20-3991479 BBR DRILLING COMPANY INC. $ 359,676.63 106.0999% 3 34-1274453 BRUCE A. BALCAR DBA B. K. MINING & CONSTRUCTION CO. $ 402,726.60 118.7991% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 404,980.00 119.4638% 5 38-3667285 MCCOY CONSTRUCTION COMPANY $ 427,723.00 126.1727% 6 31-4444098 ALAN STONE CO., INC. $ 441,963.85 130.3736% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0624440 COUNTIES : WETZEL LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 20-3991479 |( 3 ) 34-1274453 |OHIO-WEST VIRGINIA EXCAVATIN |BBR DRILLING COMPANY, INC. |B. K. MINING & CONSTRUCTION C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SLIP W/ PILING | | | 0005 201001-000 1.000 LS | 335.00000 335.00| 1000.00000 1000.00| 4000.00000 4000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 2850.00000 2850.00| 2000.00000 2000.00| 22000.00000 22000.00 MOBILIZATION | | | 0015 408002-001 29.000 GA | 9.00000 261.00| 6.97000 202.13| 10.00000 290.00 BITUMINOUS MATERIAL | | | 0020 604001-016 44.000 LF | 42.50000 1870.00| 35.00000 1540.00| 75.00000 3300.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A-2 | | | 0025 607009-001 337.500 LF | 10.25000 3459.38| 5.00000 1687.50| 18.00000 6075.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-111 570.000 LF | 56.25000 32062.50| 55.00000 31350.00| 61.00000 34770.00 W12X58 STEEL PILE | | | 0035 614001-116 3510.000 LF | 67.50000 236925.00| 70.00000 245700.00| 76.00000 266760.00 W12X96 STEEL PILE | | | 0040 614003-001 1496.000 SF | 11.50000 17204.00| 12.00000 17952.00| 11.60000 17353.60 CONCRETE LAGGING, THICKNESS 6" | | | 0045 636011-001 1840.000 UN | 0.55000 1012.00| 0.50000 920.00| 1.40000 2576.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 580.000 HR | 37.50000 21750.00| 40.00000 23200.00| 40.00000 23200.00 FLAGGER | | | 0055 642012-001 380.000 LF | 1.50000 570.00| 1.00000 380.00| 1.00000 380.00 SILT FENCE | | | 0060 663001-004 720.000 LF | 0.92000 662.40| 3.00000 2160.00| 1.00000 720.00 EDGE LINE, TYPE II PERM. WHITE | | | 0065 663001-004 720.000 LF | 0.92000 662.40| 3.00000 2160.00| 1.00000 720.00 EDGE LINE, TYPE II TEMP. WHITE | | | 0070 663002-005 720.000 LF | 0.92000 662.40| 3.00000 2160.00| 1.00000 720.00 LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0075 663002-005 720.000 LF | 0.92000 662.40| 3.00000 2160.00| 1.00000 720.00 LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0080 307005-001 AA1 12.500 TN | 44.00000 550.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0624440 COUNTIES : WETZEL LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 20-3991479 |( 3 ) 34-1274453 |OHIO-WEST VIRGINIA EXCAVATIN |BBR DRILLING COMPANY, INC. |B. K. MINING & CONSTRUCTION C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 307005-002 AA2 12.300 TN | | 50.00000 615.00| 40.00000 492.00 AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0090 307005-001 BB1 96.000 TN | 35.25000 3384.00| 40.00000 3840.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0095 307005-002 BB2 94.000 TN | | | 40.00000 3760.00 AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0100 307005-001 CC1 52.000 TN | 36.50000 1898.00| 40.00000 2080.00| 40.00000 2080.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0105 307005-002 CC2 51.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0110 307005-003 CC3 55.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0115 401003-001 DD1 72.000 TN | 93.50000 6732.00| 146.00000 10512.00| 100.00000 7200.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 DD2 69.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0125 402001-001 EE1 53.000 TN | 103.50000 5485.50| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0130 402001-002 EE2 51.000 TN | | 158.00000 8058.00| 110.00000 5610.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0135 402001-003 EE3 56.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 338,997.98| $ 359,676.63| $ 402,726.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 338,997.98| $ 359,676.63| $ 402,726.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0624440 COUNTIES : WETZEL LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 38-3667285 |( 6 ) 31-4444098 |BILCO CONSTRUCTION COMPANY, |MCCOY CONSTRUCTION COMPANY |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SLIP W/ PILING | | | 0005 201001-000 1.000 LS | 2000.00000 2000.00| 5000.00000 5000.00| 3000.00000 3000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 20000.00000 20000.00| 10000.00000 10000.00| 30000.00000 30000.00 MOBILIZATION | | | 0015 408002-001 29.000 GA | 10.00000 290.00| 8.50000 246.50| 8.70000 252.30 BITUMINOUS MATERIAL | | | 0020 604001-016 44.000 LF | 80.00000 3520.00| 75.00000 3300.00| 65.00000 2860.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A-2 | | | 0025 607009-001 337.500 LF | 12.00000 4050.00| 10.00000 3375.00| 11.50000 3881.25 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-111 570.000 LF | 55.50000 31635.00| 65.00000 37050.00| 60.00000 34200.00 W12X58 STEEL PILE | | | 0035 614001-116 3510.000 LF | 75.50000 265005.00| 80.00000 280800.00| 85.00000 298350.00 W12X96 STEEL PILE | | | 0040 614003-001 1496.000 SF | 14.00000 20944.00| 22.00000 32912.00| 12.50000 18700.00 CONCRETE LAGGING, THICKNESS 6" | | | 0045 636011-001 1840.000 UN | 1.00000 1840.00| 1.50000 2760.00| 1.50000 2760.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 580.000 HR | 59.00000 34220.00| 45.00000 26100.00| 45.00000 26100.00 FLAGGER | | | 0055 642012-001 380.000 LF | 2.00000 760.00| 3.00000 1140.00| 2.00000 760.00 SILT FENCE | | | 0060 663001-004 720.000 LF | 1.00000 720.00| 1.00000 720.00| 0.86000 619.20 EDGE LINE, TYPE II PERM. WHITE | | | 0065 663001-004 720.000 LF | 1.00000 720.00| 1.00000 720.00| 0.86000 619.20 EDGE LINE, TYPE II TEMP. WHITE | | | 0070 663002-005 720.000 LF | 1.00000 720.00| 1.00000 720.00| 0.86000 619.20 LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0075 663002-005 720.000 LF | 1.00000 720.00| 1.00000 720.00| 0.86000 619.20 LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0080 307005-001 AA1 12.500 TN | | 65.00000 812.50| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0624440 COUNTIES : WETZEL LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 38-3667285 |( 6 ) 31-4444098 |BILCO CONSTRUCTION COMPANY, |MCCOY CONSTRUCTION COMPANY |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 307005-002 AA2 12.300 TN | 30.00000 369.00| | 45.00000 553.50 AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0090 307005-001 BB1 96.000 TN | 30.00000 2880.00| 65.00000 6240.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0095 307005-002 BB2 94.000 TN | | | 45.00000 4230.00 AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0100 307005-001 CC1 52.000 TN | 46.00000 2392.00| 65.00000 3380.00| 40.75000 2119.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0105 307005-002 CC2 51.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0110 307005-003 CC3 55.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0115 401003-001 DD1 72.000 TN | 95.00000 6840.00| 90.00000 6480.00| 91.25000 6570.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 DD2 69.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0125 402001-001 EE1 53.000 TN | | 99.00000 5247.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0130 402001-002 EE2 51.000 TN | 105.00000 5355.00| | 101.00000 5151.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0135 402001-003 EE3 56.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 404,980.00| $ 427,723.00| $ 441,963.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 404,980.00| $ 427,723.00| $ 441,963.85 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : REGIONAL JAIL TO OPEQUON CREEK PROJECT(S) : U302-0009/00-016.13 02 HUBT 0009 165 C00 LOCATION: CO 9/13 - 0.1 MI S OPEQUON CREEK ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 15,615,800.00 100.0000% 2 55-0609442 MEC CONSTRUCTION, INC. $ 16,309,640.54 104.4432% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 17,281,297.91 110.6655% 4 55-0575884 GROUND BREAKERS, INC. $ 19,000,000.00 121.6716% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE J000 | | | 0005 201001-000 1.000 LS | 645364.59000 645364.59| 702000.00000 702000.00| 950000.00000 950000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 2500.00000 2500.00| 0.01000 0.01| 7600.00000 7600.00 BUILDING DEMOLITION NUMBER, 46/1 | | | 0015 202001-000 1.000 LS | 0.01000 0.01| 0.01000 0.01| 1600.00000 1600.00 BUILDING DEMOLITION NUMBER, 55/2 | | | 0020 202001-000 1.000 LS | 10000.00000 10000.00| 0.01000 0.01| 19000.00000 19000.00 BUILDING DEMOLITION NUMBER, 58/1 | | | 0025 202002-000 LUMP | 1500.00000 1500.00| 0.01000 0.01| 1100.00000 1100.00 WATER WELL ABANDONMENT NUMBER, 46/2 | | | 0026 202002-000 LUMP | 1500.00000 1500.00| 0.01000 0.01| 1100.00000 1100.00 WATER WELL ABANDONMENT NUMBER, 59/1 | | | 0027 202002-000 LUMP | 1500.00000 1500.00| 0.01000 0.01| 1100.00000 1100.00 WATER WELL ABANDONMENT NUMBER, 60/1 | | | 0028 202002-000 LUMP | 1500.00000 1500.00| 0.01000 0.01| 1100.00000 1100.00 WATER WELL ABANDONMENT NUMBER, 61/1 | | | 0030 202003-000 LUMP | 2000.00000 2000.00| 0.01000 0.01| 900.00000 900.00 SEPTIC TANK ABANDONMENT NUMBER, 58/2 | | | 0035 204001-000 LUMP | 471400.00000 471400.00| 452838.00000 452838.00| 520000.00000 520000.00 MOBILIZATION | | | 0040 207001-001 227713.000 CY | 4.00000 910852.00| 8.25000 1878632.25| 8.20000 1867246.60 UNCLASSIFIED EXCAVATION | | | 0045 207002-000 20764.000 CY | 40.00000 830560.00| 33.75000 700785.00| 41.00000 851324.00 SUBGRADE | | | 0050 207034-000 95109.000 SY | 1.20000 114130.80| 1.00000 95109.00| 0.99000 94157.91 FABRIC FOR SEPARATION | | | 0055 211002-000 1645.000 CY | 32.00000 52640.00| 46.00000 75670.00| 41.00000 67445.00 ROCK BORROW EXCAVATION | | | 0060 211008-000 500.000 TN | 24.00000 12000.00| 20.00000 10000.00| 42.00000 21000.00 ROCK BORROW EXCAVATION | | | 0065 307001-000 2416.000 CY | 58.00000 140128.00| 42.00000 101472.00| 47.00000 113552.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0070 307001-000 1634.000 CY | 45.00000 73530.00| 42.00000 68628.00| 46.00000 75164.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0075 311006-001 6616.000 CY | 67.00000 443272.00| 84.30000 557728.80| 74.00000 489584.00 OPEN GRADED FREE DRAINING BASE COURSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 408002-001 852.000 GA | 1.00000 852.00| 1.05000 894.60| 3.20000 2726.40 BITUMINOUS MATERIAL | | | 0085 501001-008 168.000 SY | 135.00000 22680.00| 105.40000 17707.20| 300.00000 50400.00 8 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0090 501005-010 37875.000 SY | 70.00000 2651250.00| 77.10000 2920162.50| 65.00000 2461875.00 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0095 501010-001 4.000 EA | 6000.00000 24000.00| 2900.00000 11600.00| 4300.00000 17200.00 BRIDGE APPROACH EXPANSION JOINT | | | 0100 502001-012 769.000 SY | 190.00000 146110.00| 185.00000 142265.00| 210.00000 161490.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0105 601002-001 28.000 CY | 1940.00000 54320.00| 1740.00000 48720.00| 1000.00000 28000.00 CLASS B CONCRETE | | | 0110 604037-012 57.000 LF | 70.00000 3990.00| 63.00000 3591.00| 200.00000 11400.00 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0115 604037-016 344.000 LF | 67.00000 23048.00| 68.50000 23564.00| 91.00000 31304.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0120 604037-020 984.000 LF | 90.00000 88560.00| 86.50000 85116.00| 75.00000 73800.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0125 604037-022 252.000 LF | 103.00000 25956.00| 105.50000 26586.00| 89.00000 22428.00 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0130 604037-026 111.000 LF | 137.00000 15207.00| 168.50000 18703.50| 220.00000 24420.00 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0135 604037-028 490.000 LF | 169.00000 82810.00| 191.75000 93957.50| 160.00000 78400.00 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0140 604071-012 2.000 EA | 625.00000 1250.00| 620.00000 1240.00| 1000.00000 2000.00 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0145 604071-016 2.000 EA | 720.00000 1440.00| 800.00000 1600.00| 1100.00000 2200.00 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0150 604071-020 2.000 EA | 840.00000 1680.00| 1100.00000 2200.00| 1500.00000 3000.00 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0155 604071-022 6.000 EA | 1180.00000 7080.00| 1765.00000 10590.00| 2000.00000 12000.00 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0160 605001-001 1.000 EA | 6500.00000 6500.00| 3450.00000 3450.00| 3500.00000 3500.00 TYPE A MANHOLE | | | 0165 605002-001 1.000 EA | 3050.00000 3050.00| 3550.00000 3550.00| 2200.00000 2200.00 TYPE B MANHOLE | | | 0170 605008-001 2.000 EA | 4900.00000 9800.00| 4900.00000 9800.00| 3000.00000 6000.00 TYPE F INLET | | | 0175 605009-001 31.000 EA | 2870.00000 88970.00| 3150.00000 97650.00| 1600.00000 49600.00 TYPE G INLET | | | 0180 605014-001 1.000 EA | 8000.00000 8000.00| 7625.00000 7625.00| 4700.00000 4700.00 MODIFIED INLET, TYPE G | | | 0185 606029-001 13499.000 LF | 6.10000 82343.90| 6.60000 89093.40| 6.90000 93143.10 FREE DRAINING BASE TRENCH | | | 0190 606030-001 1293.000 LF | 8.05000 10408.65| 14.25000 18425.25| 17.00000 21981.00 OUTLET PIPE, 6 INCH | | | 0195 607001-001 4565.000 LF | 13.80000 62997.00| 14.55000 66420.75| 16.00000 73040.00 TYPE 1 GUARDRAIL, CLASS I | | | 0200 607006-001 6.000 EA | 1125.00000 6750.00| 1185.00000 7110.00| 1400.00000 8400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0205 607030-001 23.000 EA | 500.00000 11500.00| 527.00000 12121.00| 740.00000 17020.00 SPECIAL TRAILING END TERMINAL | | | 0210 607042-001 5.000 EA | 775.00000 3875.00| 817.00000 4085.00| 48.00000 240.00 6 FT STEEL POST ,6 INCH | | | 0215 607046-001 12.000 EA | 80.00000 960.00| 84.30000 1011.60| 27.00000 324.00 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0220 607065-001 5.000 EA | 1500.00000 7500.00| 1580.00000 7900.00| 1700.00000 8500.00 FLARED END TERMINAL | | | 0225 608002-001 12675.000 LF | 7.18000 91006.50| 8.40000 106470.00| 7.60000 96330.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0230 608003-001 400.000 LF | 7.18000 2872.00| 7.35000 2940.00| 7.60000 3040.00 3 FT 11 IN TEMPORARY FENCE | | | 0235 608006-001 1.000 EA | 250.00000 250.00| 1845.00000 1845.00| 260.00000 260.00 PEDESTRIAN GATE, FARM FIELD, 4 FT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 610002-001 25.000 LF | 55.00000 1375.00| 71.80000 1795.00| 120.00000 3000.00 INTEGRAL CONCRETE CURBING, TYPE I | | | 0245 633003-001 643.000 CY | 52.00000 33436.00| 50.00000 32150.00| 41.00000 26363.00 DUMPED ROCK GUTTER | | | 0250 636007-001 2000.000 LF | 0.50000 1000.00| 0.68000 1360.00| 1.10000 2200.00 ERADICATION OF PAVEMENT MARKING | | | 0255 636008-001 15000.000 LF | 0.25000 3750.00| 0.16000 2400.00| 0.13000 1950.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0260 636009-001 30000.000 LF | 0.95000 28500.00| 1.11000 33300.00| 1.20000 36000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0265 636011-001 36230.000 UN | 0.75000 27172.50| 1.04000 37679.20| 0.89000 32244.70 TRAFFIC CONTROL DEVICE | | | 0270 636012-010 3.000 EA | 350.00000 1050.00| 50.00000 150.00| 420.00000 1260.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0275 636013-001 400.000 EA | 3.50000 1400.00| 1.50000 600.00| 4.20000 1680.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0280 636014-001 700.000 HR | 48.00000 33600.00| 57.00000 39900.00| 50.00000 35000.00 FLAGGER | | | 0285 636017-001 500.000 LF | 17.00000 8500.00| 15.20000 7600.00| 32.00000 16000.00 TEMPORARY CONCRETE BARRIER | | | 0290 636019-001 325.000 LF | 15.00000 4875.00| 15.80000 5135.00| 16.00000 5200.00 TEMPORARY GUARDRAIL BARRIER | | | 0295 636021-001 40.000 DA | 10.00000 400.00| 12.75000 510.00| 16.00000 640.00 ELECTRIC ARROW | | | 0300 636022-001 720.000 DA | 43.00000 30960.00| 51.00000 36720.00| 48.00000 34560.00 CHANGAEBLE MESSAGE SIGN | | | 0305 636025-001 8500.000 DA | 1.50000 12750.00| 1.21000 10285.00| 1.10000 9350.00 WARNING LIGHTS, TYPE B | | | 0310 636025-001 1200.000 DA | 0.35000 420.00| 0.79000 948.00| 1.10000 1320.00 WARNING LIGHTS, TYPE C | | | 0315 637001-001 408.000 MG | 50.00000 20400.00| 20.00000 8160.00| 44.00000 17952.00 WATER FOR DUST PALLIATIVE | | | 0320 638002-001 86.000 EA | 40.00000 3440.00| 80.00000 6880.00| 140.00000 12040.00 RIGHT OF WAY MARKER | | | 0325 638003-001 20.000 EA | 200.00000 4000.00| 195.00000 3900.00| 310.00000 6200.00 SURVEY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0330 639001-001 LUMP | 150000.00000 150000.00| 137000.00000 137000.00| 160000.00000 160000.00 CONSTRUCTION LAYOUT STAKE | | | 0335 640001-001 16.000 MO | 2700.00000 43200.00| 1500.00000 24000.00| 2000.00000 32000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0340 640003-001 LUMP | 1500.00000 1500.00| 3100.00000 3100.00| 640.00000 640.00 BUILDING EQUIPMENT | | | 0345 642001-001 2770.000 LF | 0.50000 1385.00| 1.00000 2770.00| 1.10000 3047.00 TEMPORARY BERM | | | 0350 642004-001 1929.000 LB | 5.00000 9645.00| 1.05000 2025.45| 1.10000 2121.90 SEED MIXTURE, TEMPORARY | | | 0355 642005-001 64.000 TN | 375.00000 24000.00| 395.00000 25280.00| 400.00000 25600.00 MULCH, STRAW OR HAY | | | 0360 642006-001 13.000 TN | 425.00000 5525.00| 450.00000 5850.00| 450.00000 5850.00 FERTILIZER | | | 0365 642008-001 415.000 LF | 45.00000 18675.00| 30.00000 12450.00| 40.00000 16600.00 TEMPORARY PIPE | | | 0370 642009-001 2045.000 LF | 0.50000 1022.50| 2.00000 4090.00| 1.60000 3272.00 CONTOUR DITCH | | | 0375 642010-001 48.000 TN | 10.00000 480.00| 10.60000 508.80| 11.00000 528.00 AGRICULTURAL LIMESTONE | | | 0380 642012-001 8040.000 LF | 2.85000 22914.00| 3.00000 24120.00| 5.30000 42612.00 SILT FENCE | | | 0385 642015-001 1500.000 LF | 8.00000 12000.00| 8.50000 12750.00| 29.00000 43500.00 SUPER SILT FENCE | | | 0390 642031-001 122.000 EA | 115.00000 14030.00| 70.00000 8540.00| 210.00000 25620.00 DITCH CHECK | | | 0395 642033-001 4325.000 CY | 4.00000 17300.00| 5.50000 23787.50| 5.30000 22922.50 SEDIMENT TRAP | | | 0400 652001-001 48.000 TN | 10.00000 480.00| 10.60000 508.80| 11.00000 528.00 AGRICULTURAL LIMESTONE | | | 0405 652002-001 13.000 TN | 1150.00000 14950.00| 1215.00000 15795.00| 1200.00000 15600.00 FERTILIZER, 10-20-10 | | | 0410 652002-002 5.000 TN | 595.00000 2975.00| 627.00000 3135.00| 630.00000 3150.00 FERTILIZER, UREA FORMALDEHYDE | | | 0415 652003-001 3054.000 LB | 0.95000 2901.30| 1.00000 3054.00| 1.00000 3054.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0420 652004-001 64.000 TN | 250.00000 16000.00| 264.00000 16896.00| 260.00000 16640.00 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 655001-001 8945.000 SY | 1.35000 12075.75| 1.42000 12701.90| 1.40000 12523.00 MATTING TEMPORARY | | | 0430 655002-001 7238.000 SY | 3.75000 27142.50| 3.95000 28590.10| 4.00000 28952.00 PERMANENT EROSION MATTING, TYPE A | | | 0435 664001-008 2.000 EA | 4700.00000 9400.00| 4952.00000 9904.00| 5300.00000 10600.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0440 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0445 401001-011 AA1 6967.000 TN | 58.00000 404086.00| 61.10000 425683.70| 63.00000 438921.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0450 401001-012 AA2 6325.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0455 401001-011 AB1 7933.000 TN | 55.00000 436315.00| 57.95000 459717.35| 59.00000 468047.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0460 401001-012 AB2 7572.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0465 402001-011 AC1 3719.000 TN | 77.00000 286363.00| 81.15000 301796.85| 82.00000 304958.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0470 402001-012 AC2 3550.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0475 636002-001 AD1 250.000 TN | 21.00000 5250.00| 28.00000 7000.00| 29.00000 7250.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0480 636002-002 AD2 238.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0485 604002-012 AE1 24.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0490 604037-012 AE2 24.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0495 604076-012 AE3 24.000 LF | 42.00000 1008.00| 52.70000 1264.80| 170.00000 4080.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0500 604002-016 AF1 2180.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0505 604072-116 AF1 1.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0510 604037-016 AF2 2180.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0515 604071-016 AF2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0520 604076-016 AF3 2180.000 LF | 55.00000 119900.00| 46.50000 101370.00| 79.00000 172220.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0525 604072-116 AF3 1.000 EA | 650.00000 650.00| 365.00000 365.00| 1000.00000 1000.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0530 604002-020 AG1 910.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0535 604072-120 AG1 3.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0540 604037-020 AG2 910.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0545 604071-020 AG2 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0550 604076-020 AG3 910.000 LF | 72.00000 65520.00| 65.35000 59468.50| 78.00000 70980.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0555 604072-120 AG3 3.000 EA | 650.00000 1950.00| 425.00000 1275.00| 1200.00000 3600.00 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0560 604002-022 AH1 173.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0565 604037-022 AH2 173.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0570 604076-022 AH3 173.000 LF | 82.00000 14186.00| 73.75000 12758.75| 100.00000 17300.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0575 604002-024 AJ1 150.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0580 604037-024 AJ2 150.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0585 604076-024 AJ3 150.000 LF | 108.00000 16200.00| 84.30000 12645.00| 140.00000 21000.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0590 604002-026 AK1 262.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0595 604072-126 AK1 1.000 EA | | | 42 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0600 604037-026 AK2 262.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0605 604071-026 AK2 1.000 EA | | | 42 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0610 604076-026 AK3 262.000 LF | 90.00000 23580.00| 94.85000 24850.70| 130.00000 34060.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0615 604072-126 AK3 1.000 EA | 3620.00000 3620.00| 500.00000 500.00| 3500.00000 3500.00 42 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0620 604002-028 AL1 570.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0625 604037-028 AL2 570.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0630 604076-028 AL3 570.000 LF | 99.00000 56430.00| 100.00000 57000.00| 210.00000 119700.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 9,321,881.00| $ 10,563,681.83| $ 10,839,631.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10324 OVER OPEQUON CREEK X081 | | | 0635 203001-000 LUMP | 120000.00000 120000.00| 31000.00000 31000.00| 120000.00000 120000.00 DISMANTLING STRUCTURE | | | 0640 207034-000 688.000 SY | 1.00000 688.00| 1.11000 763.68| 4.90000 3371.20 FABRIC FOR SEPARATION | | | 0645 211002-000 2728.000 CY | 50.00000 136400.00| 36.50000 99572.00| 44.00000 120032.00 ROCK BORROW EXCAVATION | | | 0650 212001-000 188.000 CY | 22.00000 4136.00| 22.00000 4136.00| 170.00000 31960.00 STRUCTURE EXCAVATION | | | 0655 212002-000 973.000 CY | 125.00000 121625.00| 105.00000 102165.00| 110.00000 107030.00 WET EXCAVATION | | | 0660 212005-000 275.000 CY | 100.00000 27500.00| 130.00000 35750.00| 98.00000 26950.00 SELECT MATERIAL FOR BACKFILLING | | | 0665 601002-001 832.000 CY | 700.00000 582400.00| 650.00000 540800.00| 1000.00000 832000.00 CLASS B CONCRETE | | | 0670 601009-001 996.000 CY | 900.00000 896400.00| 856.00000 852576.00| 860.00000 856560.00 CLASS H CONCRETE | | | 0675 601009-003 94.000 CY | 1800.00000 169200.00| 1045.00000 98230.00| 2100.00000 197400.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0680 602001-001 156625.000 LB | 1.20000 187950.00| 1.18000 184817.50| 1.10000 172287.50 REINFORCING STEEL BAR | | | 0685 602002-001 203085.000 LB | 1.30000 264010.50| 1.30000 264010.50| 1.30000 264010.50 EPOXY COATED REINFORCING STEEL BAR | | | 0690 603018-020 3416.000 LF | 300.00000 1024800.00| 275.56000 941312.96| 280.00000 956480.00 54 INCH PRESTRESSED CONCRETE I BEAM | | | 0695 615029-001 78.000 EA | 225.00000 17550.00| 225.50000 17589.00| 310.00000 24180.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0700 616004-006 2426.000 LF | 53.00000 128578.00| 44.60000 108199.60| 55.00000 133430.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0705 617003-001 273.000 LF | 170.00000 46410.00| 152.75000 41700.75| 180.00000 49140.00 ALUMINUM RAILING | | | 0710 639001-001 LUMP | 50000.00000 50000.00| 15000.00000 15000.00| 31000.00000 31000.00 CONSTRUCTION LAYOUT STAKE | | | 0715 662002-001 LUMP | 9900.00000 9900.00| 10500.00000 10500.00| 34000.00000 34000.00 GALVANIZED STEEL CONDUIT 2 INCH | | | SECTION TOTALS | $ 3,787,547.50| $ 3,348,122.99| $ 3,959,831.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10325 CR 9/16 OVER EVANS RUN X081 | | | 0720 207034-000 116.000 SY | 1.00000 116.00| 1.13000 131.08| 1.50000 174.00 FABRIC FOR SEPARATION | | | 0725 211002-000 144.000 CY | 32.00000 4608.00| 37.00000 5328.00| 64.00000 9216.00 ROCK BORROW EXCAVATION | | | 0730 212005-000 48.000 CY | 115.00000 5520.00| 131.00000 6288.00| 150.00000 7200.00 SELECT MATERIAL FOR BACKFILLING | | | 0735 601002-001 28.000 CY | 870.00000 24360.00| 772.00000 21616.00| 1100.00000 30800.00 CLASS B CONCRETE | | | 0740 601009-001 86.000 CY | 970.00000 83420.00| 1010.00000 86860.00| 1200.00000 103200.00 CLASS H CONCRETE | | | 0745 602001-001 3128.000 LB | 1.30000 4066.40| 1.18000 3691.04| 1.10000 3440.80 REINFORCING STEEL BAR | | | 0750 602002-001 15962.000 LB | 1.30000 20750.60| 1.30000 20750.60| 1.30000 20750.60 EPOXY COATED REINFORCING STEEL BAR | | | 0755 603016-024 262.000 LF | 245.00000 64190.00| 251.00000 65762.00| 280.00000 73360.00 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0760 615029-001 16.000 EA | 200.00000 3200.00| 25.00000 400.00| 1200.00000 19200.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0765 616004-006 224.000 LF | 80.00000 17920.00| 52.00000 11648.00| 83.00000 18592.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0770 639001-001 LUMP | 25000.00000 25000.00| 5300.00000 5300.00| 3100.00000 3100.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 253,151.00| $ 227,774.72| $ 289,033.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 REINFORCED BOX CULVERT #10414 Y007 | | | 0775 211002-000 599.000 CY | 45.00000 26955.00| 63.00000 37737.00| 45.00000 26955.00 ROCK BORROW EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0780 212001-000 1208.000 CY | 50.00000 60400.00| 33.00000 39864.00| 38.00000 45904.00 STRUCTURE EXCAVATION | | | 0785 212005-000 253.000 CY | 85.00000 21505.00| 121.00000 30613.00| 98.00000 24794.00 SELECT MATERIAL FOR BACKFILLING | | | 0790 601002-001 941.000 CY | 495.00000 465795.00| 631.00000 593771.00| 520.00000 489320.00 CLASS B CONCRETE | | | 0795 602001-001 175830.000 LB | 1.15000 202204.50| 1.16000 203962.80| 1.10000 193413.00 REINFORCING STEEL BAR | | | 0800 639001-001 LUMP | 25000.00000 25000.00| 5300.00000 5300.00| 12000.00000 12000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 801,859.50| $ 911,247.80| $ 792,386.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SIGNING & PAVEMENT MARKINGS Y002 | | | 0805 657006-001 203.000 LF | 42.00000 8526.00| 24.25000 4922.75| 24.00000 4872.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0810 657006-005 158.000 LF | 46.00000 7268.00| 30.56000 4828.48| 31.00000 4898.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0815 657006-015 101.000 LF | 59.00000 5959.00| 40.00000 4040.00| 40.00000 4040.00 W10X22, A-441 SUPPORT, GALVANIZED | | | 0820 657008-001 474.000 LF | 7.00000 3318.00| 8.45000 4005.30| 8.50000 4029.00 2.00 LB CHANNEL POST | | | 0825 657010-001 1491.000 LF | 5.70000 8498.70| 9.50000 14164.50| 9.50000 14164.50 3.00 LB CHANNEL POST | | | 0830 657017-001 16.000 CY | 2100.00000 33600.00| 1400.00000 22400.00| 1400.00000 22400.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0835 657018-001 5.000 EA | 80.00000 400.00| 26.35000 131.75| 26.00000 130.00 POST REMOVAL | | | 0840 658001-001 11.000 CY | 910.00000 10010.00| 1400.00000 15400.00| 1400.00000 15400.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0845 658002-001 1.000 EA | 32000.00000 32000.00| 36880.00000 36880.00| 37000.00000 37000.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION ,01 | | | 0850 659001-001 LUMP | 30000.00000 30000.00| 41320.00000 41320.00| 18000.00000 18000.00 SIGN LIGHTING, TYPE 3 ,01 | | | 0855 661001-001 868.000 SF | 16.00000 13888.00| 20.00000 17360.00| 20.00000 17360.00 0.080 IN FLAT SHEET SIGN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0860 661002-001 1371.000 SF | 19.80000 27145.80| 25.30000 34686.30| 25.00000 34275.00 EXTRUDED PANEL SIGN | | | 0865 661004-001 20.000 EA | 5.00000 100.00| 5.30000 106.00| 5.30000 106.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | WHITE | | | 0870 661006-001 8.000 UN | 50.00000 400.00| 53.00000 424.00| 53.00000 424.00 DELINEATOR, NINE PER UNIT, ,AMBER | | | 0875 661008-001 1.000 EA | 50.00000 50.00| 53.00000 53.00| 53.00000 53.00 DELINEATOR BRACKET, TYPE A | | | 0880 661008-001 1.000 EA | 50.00000 50.00| 53.00000 53.00| 53.00000 53.00 DELINEATOR BRACKET, TYPE C | | | 0885 661011-001 5.000 EA | 200.00000 1000.00| 158.00000 790.00| 160.00000 800.00 INSTALLATION OF REUSABLE SIGN | | | 0890 661013-001 96.000 EA | 30.00000 2880.00| 32.00000 3072.00| 32.00000 3072.00 PLASTIC DELINEATOR POST, (WHITE) | | | 0895 661013-001 76.000 EA | 30.00000 2280.00| 32.00000 2432.00| 32.00000 2432.00 PLASTIC DELINEATOR POST, (YELLOW) | | | 0900 663001-004 25400.000 LF | 0.11000 2794.00| 0.11000 2794.00| 0.13000 3302.00 EDGE LINE, TYPE II ,WHITE | | | 0905 663001-004 14600.000 LF | 0.11000 1606.00| 0.11000 1606.00| 0.13000 1898.00 EDGE LINE, TYPE II ,YELLOW | | | 0910 663002-005 3690.000 LF | 0.15000 553.50| 0.11000 405.90| 0.13000 479.70 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0915 663003-005 9700.000 LF | 0.11000 1067.00| 0.11000 1067.00| 0.13000 1261.00 BARRIER LINE, TYPE II ,4 INCH | | | 0920 663004-004 800.000 LF | 0.25000 200.00| 0.11000 88.00| 0.13000 104.00 CHANNELIZING LINE, TYPE II ,4 INCH | | | 0925 663005-010 180.000 LF | 10.00000 1800.00| 12.00000 2160.00| 13.00000 2340.00 STOP LINE, TYPE V (24") | | | 0930 663007-004 500.000 LF | 6.00000 3000.00| 6.10000 3050.00| 0.37000 185.00 STRIPE, TYPE II YELLOW (12") | | | 0935 663009-025 5.000 EA | 125.00000 625.00| 165.00000 825.00| 260.00000 1300.00 BICYCLE SYMBOL, TYPE V | | | 0940 663010-010 16.000 EA | 150.00000 2400.00| 165.00000 2640.00| 180.00000 2880.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 201,419.00| $ 221,704.98| $ 197,258.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM J000 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -14 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0945 640004-001 LUMP | 4500.00000 4500.00| 2500.00000 2500.00| 4400.00000 4400.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,500.00| $ 2,500.00| $ 4,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATERLINE RELOCATION | | | 0950 639001-001 LUMP | 15000.00000 15000.00| 1300.00000 1300.00| 9300.00000 9300.00 CONSTRUCTION LAYOUT STAKE | | | 0955 670007-012 280.000 LF | 25.00000 7000.00| 32.00000 8960.00| 93.00000 26040.00 2 INCH PLASTIC PIPE, CLASS 200 | | | 0960 670007-024 705.000 LF | 95.00000 66975.00| 77.00000 54285.00| 160.00000 112800.00 10 INCH PLASTIC PIPE, CLASS 200 | | | 0965 670009-240 3.000 EA | 1900.00000 5700.00| 3160.00000 9480.00| 4900.00000 14700.00 10 INCH GATE VALVE AND VALVE BOX | | | 0970 670010-340 178.000 LF | 330.00000 58740.00| 316.10000 56265.80| 420.00000 74760.00 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 0975 670010-380 242.000 LF | 150.00000 36300.00| 263.41000 63745.22| 390.00000 94380.00 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 0980 670010-440 255.000 LF | 160.00000 40800.00| 158.00000 40290.00| 230.00000 58650.00 30 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 0985 670014-001 1.000 EA | 3500.00000 3500.00| 2635.00000 2635.00| 5900.00000 5900.00 RELOCATE FIRE HYDRANT | | | SECTION TOTALS | $ 234,015.00| $ 236,961.02| $ 396,530.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 STEEL AND GFRP-REINFORCED CRCP | | | 0990 301001-001 1593.000 CY | 180.00000 286740.00| 131.70000 209798.10| 130.00000 207090.00 CEMENT TREATED BASE COURSE | | | 0995 311006-001 587.000 CY | 176.00000 103312.00| 84.30000 49484.10| 74.00000 43438.00 OPEN GRADED FREE DRAINING BASE COURSE | | | (CEMENT STABILIZED) | | | 1000 501001-010 2667.000 SY | 120.00000 320040.00| 105.40000 281101.80| 110.00000 293370.00 10 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT (GFRP) | | | 1005 501001-010 2667.000 SY | 105.00000 280035.00| 89.60000 238963.20| 90.00000 240030.00 10 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT (STEEL REINFORCED) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -15 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0609442 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1010 501010-001 3.000 EA | 7100.00000 21300.00| 6100.00000 18300.00| 6100.00000 18300.00 BRIDGE APPROACH EXPANSION JOINT , | | | MODIFIED | | | SECTION TOTALS | $ 1,011,427.00| $ 797,647.20| $ 802,228.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,615,800.00| $ 16,309,640.54| $ 17,281,297.91 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -16 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE J000 | | | 0005 201001-000 1.000 LS | 354343.00000 354343.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 10000.00000 10000.00| | BUILDING DEMOLITION NUMBER, 46/1 | | | 0015 202001-000 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION NUMBER, 55/2 | | | 0020 202001-000 1.000 LS | 15000.00000 15000.00| | BUILDING DEMOLITION NUMBER, 58/1 | | | 0025 202002-000 LUMP | 1000.00000 1000.00| | WATER WELL ABANDONMENT NUMBER, 46/2 | | | 0026 202002-000 LUMP | 1000.00000 1000.00| | WATER WELL ABANDONMENT NUMBER, 59/1 | | | 0027 202002-000 LUMP | 1000.00000 1000.00| | WATER WELL ABANDONMENT NUMBER, 60/1 | | | 0028 202002-000 LUMP | 1000.00000 1000.00| | WATER WELL ABANDONMENT NUMBER, 61/1 | | | 0030 202003-000 LUMP | 900.00000 900.00| | SEPTIC TANK ABANDONMENT NUMBER, 58/2 | | | 0035 204001-000 LUMP | 787365.98000 787365.98| | MOBILIZATION | | | 0040 207001-001 227713.000 CY | 12.65000 2880569.45| | UNCLASSIFIED EXCAVATION | | | 0045 207002-000 20764.000 CY | 48.00000 996672.00| | SUBGRADE | | | 0050 207034-000 95109.000 SY | 1.40000 133152.60| | FABRIC FOR SEPARATION | | | 0055 211002-000 1645.000 CY | 59.00000 97055.00| | ROCK BORROW EXCAVATION | | | 0060 211008-000 500.000 TN | 32.00000 16000.00| | ROCK BORROW EXCAVATION | | | 0065 307001-000 2416.000 CY | 48.00000 115968.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0070 307001-000 1634.000 CY | 45.68000 74641.12| | AGGREGATE BASE COURSE, CLASS 10 | | | 0075 311006-001 6616.000 CY | 88.00000 582208.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -17 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 408002-001 852.000 GA | 3.15000 2683.80| | BITUMINOUS MATERIAL | | | 0085 501001-008 168.000 SY | 160.00000 26880.00| | 8 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0090 501005-010 37875.000 SY | 80.50000 3048937.50| | 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0095 501010-001 4.000 EA | 3300.00000 13200.00| | BRIDGE APPROACH EXPANSION JOINT | | | 0100 502001-012 769.000 SY | 215.00000 165335.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0105 601002-001 28.000 CY | 1500.00000 42000.00| | CLASS B CONCRETE | | | 0110 604037-012 57.000 LF | 70.00000 3990.00| | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0115 604037-016 344.000 LF | 85.00000 29240.00| | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0120 604037-020 984.000 LF | 90.00000 88560.00| | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0125 604037-022 252.000 LF | 105.00000 26460.00| | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0130 604037-026 111.000 LF | 200.00000 22200.00| | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0135 604037-028 490.000 LF | 275.00000 134750.00| | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0140 604071-012 2.000 EA | 625.00000 1250.00| | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0145 604071-016 2.000 EA | 850.00000 1700.00| | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -18 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0150 604071-020 2.000 EA | 1400.00000 2800.00| | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0155 604071-022 6.000 EA | 2500.00000 15000.00| | 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0160 605001-001 1.000 EA | 2500.00000 2500.00| | TYPE A MANHOLE | | | 0165 605002-001 1.000 EA | 2500.00000 2500.00| | TYPE B MANHOLE | | | 0170 605008-001 2.000 EA | 3000.00000 6000.00| | TYPE F INLET | | | 0175 605009-001 31.000 EA | 2000.00000 62000.00| | TYPE G INLET | | | 0180 605014-001 1.000 EA | 6500.00000 6500.00| | MODIFIED INLET, TYPE G | | | 0185 606029-001 13499.000 LF | 8.25000 111366.75| | FREE DRAINING BASE TRENCH | | | 0190 606030-001 1293.000 LF | 16.75000 21657.75| | OUTLET PIPE, 6 INCH | | | 0195 607001-001 4565.000 LF | 20.65000 94267.25| | TYPE 1 GUARDRAIL, CLASS I | | | 0200 607006-001 6.000 EA | 1294.00000 7764.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0205 607030-001 23.000 EA | 402.50000 9257.50| | SPECIAL TRAILING END TERMINAL | | | 0210 607042-001 5.000 EA | 892.00000 4460.00| | 6 FT STEEL POST ,6 INCH | | | 0215 607046-001 12.000 EA | 86.25000 1035.00| | 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0220 607065-001 5.000 EA | 1725.00000 8625.00| | FLARED END TERMINAL | | | 0225 608002-001 12675.000 LF | 10.00000 126750.00| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0230 608003-001 400.000 LF | 10.00000 4000.00| | 3 FT 11 IN TEMPORARY FENCE | | | 0235 608006-001 1.000 EA | 490.00000 490.00| | PEDESTRIAN GATE, FARM FIELD, 4 FT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -19 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 610002-001 25.000 LF | 200.00000 5000.00| | INTEGRAL CONCRETE CURBING, TYPE I | | | 0245 633003-001 643.000 CY | 50.00000 32150.00| | DUMPED ROCK GUTTER | | | 0250 636007-001 2000.000 LF | 1.15000 2300.00| | ERADICATION OF PAVEMENT MARKING | | | 0255 636008-001 15000.000 LF | 0.15000 2250.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0260 636009-001 30000.000 LF | 1.30000 39000.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0265 636011-001 36230.000 UN | 1.00000 36230.00| | TRAFFIC CONTROL DEVICE | | | 0270 636012-010 3.000 EA | 1.00000 3.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0275 636013-001 400.000 EA | 1.00000 400.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0280 636014-001 700.000 HR | 48.00000 33600.00| | FLAGGER | | | 0285 636017-001 500.000 LF | 28.00000 14000.00| | TEMPORARY CONCRETE BARRIER | | | 0290 636019-001 325.000 LF | 26.00000 8450.00| | TEMPORARY GUARDRAIL BARRIER | | | 0295 636021-001 40.000 DA | 25.00000 1000.00| | ELECTRIC ARROW | | | 0300 636022-001 720.000 DA | 60.00000 43200.00| | CHANGAEBLE MESSAGE SIGN | | | 0305 636025-001 8500.000 DA | 2.00000 17000.00| | WARNING LIGHTS, TYPE B | | | 0310 636025-001 1200.000 DA | 2.00000 2400.00| | WARNING LIGHTS, TYPE C | | | 0315 637001-001 408.000 MG | 50.00000 20400.00| | WATER FOR DUST PALLIATIVE | | | 0320 638002-001 86.000 EA | 100.00000 8600.00| | RIGHT OF WAY MARKER | | | 0325 638003-001 20.000 EA | 300.00000 6000.00| | SURVEY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -20 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0330 639001-001 LUMP | 250000.00000 250000.00| | CONSTRUCTION LAYOUT STAKE | | | 0335 640001-001 16.000 MO | 2500.00000 40000.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0340 640003-001 LUMP | 5000.00000 5000.00| | BUILDING EQUIPMENT | | | 0345 642001-001 2770.000 LF | 1.00000 2770.00| | TEMPORARY BERM | | | 0350 642004-001 1929.000 LB | 1.00000 1929.00| | SEED MIXTURE, TEMPORARY | | | 0355 642005-001 64.000 TN | 443.00000 28352.00| | MULCH, STRAW OR HAY | | | 0360 642006-001 13.000 TN | 520.00000 6760.00| | FERTILIZER | | | 0365 642008-001 415.000 LF | 25.00000 10375.00| | TEMPORARY PIPE | | | 0370 642009-001 2045.000 LF | 1.00000 2045.00| | CONTOUR DITCH | | | 0375 642010-001 48.000 TN | 12.00000 576.00| | AGRICULTURAL LIMESTONE | | | 0380 642012-001 8040.000 LF | 3.00000 24120.00| | SILT FENCE | | | 0385 642015-001 1500.000 LF | 16.00000 24000.00| | SUPER SILT FENCE | | | 0390 642031-001 122.000 EA | 100.00000 12200.00| | DITCH CHECK | | | 0395 642033-001 4325.000 CY | 7.00000 30275.00| | SEDIMENT TRAP | | | 0400 652001-001 48.000 TN | 12.00000 576.00| | AGRICULTURAL LIMESTONE | | | 0405 652002-001 13.000 TN | 1150.00000 14950.00| | FERTILIZER, 10-20-10 | | | 0410 652002-002 5.000 TN | 1450.00000 7250.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0415 652003-001 3054.000 LB | 2.00000 6108.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0420 652004-001 64.000 TN | 276.00000 17664.00| | STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -21 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 655001-001 8945.000 SY | 1.50000 13417.50| | MATTING TEMPORARY | | | 0430 655002-001 7238.000 SY | 4.60000 33294.80| | PERMANENT EROSION MATTING, TYPE A | | | 0435 664001-008 2.000 EA | 10000.00000 20000.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0440 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | 0445 401001-011 AA1 6967.000 TN | 63.00000 438921.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0450 401001-012 AA2 6325.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0455 401001-011 AB1 7933.000 TN | 58.28000 462335.24| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0460 401001-012 AB2 7572.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0465 402001-011 AC1 3719.000 TN | 81.38000 302652.22| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0470 402001-012 AC2 3550.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0475 636002-001 AD1 250.000 TN | 25.00000 6250.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0480 636002-002 AD2 238.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0485 604002-012 AE1 24.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0490 604037-012 AE2 24.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -22 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0495 604076-012 AE3 24.000 LF | 100.00000 2400.00| | 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0500 604002-016 AF1 2180.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0505 604072-116 AF1 1.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0510 604037-016 AF2 2180.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0515 604071-016 AF2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0520 604076-016 AF3 2180.000 LF | 50.00000 109000.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0525 604072-116 AF3 1.000 EA | 625.00000 625.00| | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0530 604002-020 AG1 910.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0535 604072-120 AG1 3.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0540 604037-020 AG2 910.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0545 604071-020 AG2 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0550 604076-020 AG3 910.000 LF | 56.00000 50960.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0555 604072-120 AG3 3.000 EA | 850.00000 2550.00| | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -23 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0560 604002-022 AH1 173.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0565 604037-022 AH2 173.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0570 604076-022 AH3 173.000 LF | 68.00000 11764.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0575 604002-024 AJ1 150.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0580 604037-024 AJ2 150.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0585 604076-024 AJ3 150.000 LF | 74.00000 11100.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0590 604002-026 AK1 262.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0595 604072-126 AK1 1.000 EA | | | 42 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0600 604037-026 AK2 262.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0605 604071-026 AK2 1.000 EA | | | 42 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0610 604076-026 AK3 262.000 LF | 85.00000 22270.00| | 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0615 604072-126 AK3 1.000 EA | 2800.00000 2800.00| | 42 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0620 604002-028 AL1 570.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -24 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0625 604037-028 AL2 570.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0630 604076-028 AL3 570.000 LF | 105.00000 59850.00| | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 12,471,957.46| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10324 OVER OPEQUON CREEK X081 | | | 0635 203001-000 LUMP | 200000.00000 200000.00| | DISMANTLING STRUCTURE | | | 0640 207034-000 688.000 SY | 1.20000 825.60| | FABRIC FOR SEPARATION | | | 0645 211002-000 2728.000 CY | 40.00000 109120.00| | ROCK BORROW EXCAVATION | | | 0650 212001-000 188.000 CY | 30.00000 5640.00| | STRUCTURE EXCAVATION | | | 0655 212002-000 973.000 CY | 120.00000 116760.00| | WET EXCAVATION | | | 0660 212005-000 275.000 CY | 130.00000 35750.00| | SELECT MATERIAL FOR BACKFILLING | | | 0665 601002-001 832.000 CY | 675.00000 561600.00| | CLASS B CONCRETE | | | 0670 601009-001 996.000 CY | 875.00000 871500.00| | CLASS H CONCRETE | | | 0675 601009-003 94.000 CY | 1100.00000 103400.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 0680 602001-001 156625.000 LB | 1.20000 187950.00| | REINFORCING STEEL BAR | | | 0685 602002-001 203085.000 LB | 1.35000 274164.75| | EPOXY COATED REINFORCING STEEL BAR | | | 0690 603018-020 3416.000 LF | 360.00000 1229760.00| | 54 INCH PRESTRESSED CONCRETE I BEAM | | | 0695 615029-001 78.000 EA | 250.00000 19500.00| | NON-GUIDED BEARING, ELASTOMERIC | | | 0700 616004-006 2426.000 LF | 50.00000 121300.00| | HP12X53 STEEL BEARING PILE, DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -25 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0705 617003-001 273.000 LF | 160.00000 43680.00| | ALUMINUM RAILING | | | 0710 639001-001 LUMP | 55000.00000 55000.00| | CONSTRUCTION LAYOUT STAKE | | | 0715 662002-001 LUMP | 31500.00000 31500.00| | GALVANIZED STEEL CONDUIT 2 INCH | | | SECTION TOTALS | $ 3,967,450.35| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10325 CR 9/16 OVER EVANS RUN X081 | | | 0720 207034-000 116.000 SY | 1.20000 139.20| | FABRIC FOR SEPARATION | | | 0725 211002-000 144.000 CY | 40.00000 5760.00| | ROCK BORROW EXCAVATION | | | 0730 212005-000 48.000 CY | 130.00000 6240.00| | SELECT MATERIAL FOR BACKFILLING | | | 0735 601002-001 28.000 CY | 800.00000 22400.00| | CLASS B CONCRETE | | | 0740 601009-001 86.000 CY | 1025.00000 88150.00| | CLASS H CONCRETE | | | 0745 602001-001 3128.000 LB | 1.20000 3753.60| | REINFORCING STEEL BAR | | | 0750 602002-001 15962.000 LB | 1.35000 21548.70| | EPOXY COATED REINFORCING STEEL BAR | | | 0755 603016-024 262.000 LF | 275.00000 72050.00| | 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0760 615029-001 16.000 EA | 30.00000 480.00| | NON-GUIDED BEARING, ELASTOMERIC | | | 0765 616004-006 224.000 LF | 55.00000 12320.00| | HP12X53 STEEL BEARING PILE, DRIVEN | | | 0770 639001-001 LUMP | 18000.00000 18000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 250,841.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 REINFORCED BOX CULVERT #10414 Y007 | | | 0775 211002-000 599.000 CY | 68.40000 40971.60| | ROCK BORROW EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -26 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0780 212001-000 1208.000 CY | 35.65000 43065.20| | STRUCTURE EXCAVATION | | | 0785 212005-000 253.000 CY | 131.68000 33315.04| | SELECT MATERIAL FOR BACKFILLING | | | 0790 601002-001 941.000 CY | 765.00000 719865.00| | CLASS B CONCRETE | | | 0795 602001-001 175830.000 LB | 1.25000 219787.50| | REINFORCING STEEL BAR | | | 0800 639001-001 LUMP | 15000.00000 15000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,072,004.34| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SIGNING & PAVEMENT MARKINGS Y002 | | | 0805 657006-001 203.000 LF | 44.90000 9114.70| | S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0810 657006-005 158.000 LF | 51.75000 8176.50| | W6X12, A-441 SUPPORT, GALVANIZED | | | 0815 657006-015 101.000 LF | 61.00000 6161.00| | W10X22, A-441 SUPPORT, GALVANIZED | | | 0820 657008-001 474.000 LF | 7.00000 3318.00| | 2.00 LB CHANNEL POST | | | 0825 657010-001 1491.000 LF | 8.75000 13046.25| | 3.00 LB CHANNEL POST | | | 0830 657017-001 16.000 CY | 1150.00000 18400.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0835 657018-001 5.000 EA | 57.50000 287.50| | POST REMOVAL | | | 0840 658001-001 11.000 CY | 1150.00000 12650.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0845 658002-001 1.000 EA | 50600.00000 50600.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION ,01 | | | 0850 659001-001 LUMP | 45102.00000 45102.00| | SIGN LIGHTING, TYPE 3 ,01 | | | 0855 661001-001 868.000 SF | 17.25000 14973.00| | 0.080 IN FLAT SHEET SIGN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -27 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0860 661002-001 1371.000 SF | 29.90000 40992.90| | EXTRUDED PANEL SIGN | | | 0865 661004-001 20.000 EA | 5.75000 115.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | WHITE | | | 0870 661006-001 8.000 UN | 115.00000 920.00| | DELINEATOR, NINE PER UNIT, ,AMBER | | | 0875 661008-001 1.000 EA | 115.00000 115.00| | DELINEATOR BRACKET, TYPE A | | | 0880 661008-001 1.000 EA | 115.00000 115.00| | DELINEATOR BRACKET, TYPE C | | | 0885 661011-001 5.000 EA | 115.00000 575.00| | INSTALLATION OF REUSABLE SIGN | | | 0890 661013-001 96.000 EA | 34.50000 3312.00| | PLASTIC DELINEATOR POST, (WHITE) | | | 0895 661013-001 76.000 EA | 34.50000 2622.00| | PLASTIC DELINEATOR POST, (YELLOW) | | | 0900 663001-004 25400.000 LF | 0.20000 5080.00| | EDGE LINE, TYPE II ,WHITE | | | 0905 663001-004 14600.000 LF | 0.20000 2920.00| | EDGE LINE, TYPE II ,YELLOW | | | 0910 663002-005 3690.000 LF | 0.20000 738.00| | LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0915 663003-005 9700.000 LF | 0.20000 1940.00| | BARRIER LINE, TYPE II ,4 INCH | | | 0920 663004-004 800.000 LF | 0.20000 160.00| | CHANNELIZING LINE, TYPE II ,4 INCH | | | 0925 663005-010 180.000 LF | 13.80000 2484.00| | STOP LINE, TYPE V (24") | | | 0930 663007-004 500.000 LF | 0.40000 200.00| | STRIPE, TYPE II YELLOW (12") | | | 0935 663009-025 5.000 EA | 287.50000 1437.50| | BICYCLE SYMBOL, TYPE V | | | 0940 663010-010 16.000 EA | 195.50000 3128.00| | LANE ARROW, TYPE V | | | SECTION TOTALS | $ 248,683.35| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM J000 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -28 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0945 640004-001 LUMP | 6000.00000 6000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATERLINE RELOCATION | | | 0950 639001-001 LUMP | 4500.00000 4500.00| | CONSTRUCTION LAYOUT STAKE | | | 0955 670007-012 280.000 LF | 18.00000 5040.00| | 2 INCH PLASTIC PIPE, CLASS 200 | | | 0960 670007-024 705.000 LF | 38.00000 26790.00| | 10 INCH PLASTIC PIPE, CLASS 200 | | | 0965 670009-240 3.000 EA | 1700.00000 5100.00| | 10 INCH GATE VALVE AND VALVE BOX | | | 0970 670010-340 178.000 LF | 135.00000 24030.00| | 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 0975 670010-380 242.000 LF | 150.00000 36300.00| | 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 0980 670010-440 255.000 LF | 180.00000 45900.00| | 30 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 0985 670014-001 1.000 EA | 3000.00000 3000.00| | RELOCATE FIRE HYDRANT | | | SECTION TOTALS | $ 150,660.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 STEEL AND GFRP-REINFORCED CRCP | | | 0990 301001-001 1593.000 CY | 137.50000 219037.50| | CEMENT TREATED BASE COURSE | | | 0995 311006-001 587.000 CY | 88.00000 51656.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | (CEMENT STABILIZED) | | | 1000 501001-010 2667.000 SY | 110.00000 293370.00| | 10 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT (GFRP) | | | 1005 501001-010 2667.000 SY | 93.50000 249364.50| | 10 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT (STEEL REINFORCED) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 010 -29 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0510140R1 COUNTIES : BERKELEY LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0575884 |( ) |( ) |GROUND BREAKERS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1010 501010-001 3.000 EA | 6325.00000 18975.00| | BRIDGE APPROACH EXPANSION JOINT , | | | MODIFIED | | | SECTION TOTALS | $ 832,403.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,000,000.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0506940R2 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : 36TH ST BRIDGE # 2565 PROJECT(S) : S320-0060/62-000.15 00 0STP 6062 005 E00 LOCATION: 0.14 MILES NORTH OF WV 61 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1223856 MANGANAS ENTERPRISES INC. $ 1,872,530.00 100.0000% 2 34-1564476 NORTH STAR PAINTING COMPANY, INC. $ 2,159,517.50 115.3262% 3 52-0377739 KLICOS PAINTING COMPANY INC $ 2,489,512.50 132.9491% 4 34-1178150 CORCON, INC. $ 3,115,349.50 166.3711% 5 55-0614471 SPECIALTY GROUPS, INC. $ 4,191,979.00 223.8671% 59-3105837 V.H.P. ENTERPRISES, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0506940R2 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : Standard ==================================================================================================================================== |( 1 ) 25-1223856 |( 2 ) 34-1564476 |( 3 ) 52-0377739 |MANGANAS ENTERPRISES INC. |NORTH STAR PAINTING COMPANY, |KLICOS PAINTING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 C & P 36TH ST BR # 2565 X331 | | | 0005 204001-000 LUMP | 40000.00000 40000.00| 40000.00000 40000.00| 50000.00000 50000.00 MOBILIZATION | | | 0010 636011-001 16050.000 UN | 1.00000 16050.00| 0.75000 12037.50| 0.75000 12037.50 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 200.000 HR | 10.00000 2000.00| 30.00000 6000.00| 20.00000 4000.00 FLAGGER | | | 0020 636014-002 200.000 HR | 10.00000 2000.00| 40.00000 8000.00| 40.00000 8000.00 TRAFFIC DIRECTOR | | | 0025 636021-001 360.000 DA | 10.00000 3600.00| 10.00000 3600.00| 2.00000 720.00 ELECTRIC ARROW | | | 0030 636022-001 180.000 DA | 50.00000 9000.00| 50.00000 9000.00| 50.00000 9000.00 CHANGAEBLE MESSAGE SIGN | | | 0035 636025-001 2880.000 DA | 1.00000 2880.00| 1.00000 2880.00| 1.00000 2880.00 WARNING LIGHTS, TYPE B | | | 0040 636028-001 200.000 DA | 70.00000 14000.00| 65.00000 13000.00| 50.00000 10000.00 SHADOW VEHICLE | | | 0045 688002-001 LUMP | 883000.00000 883000.00| 1600000.00000 1600000.00| 2369875.00000 2369875.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0050 688003-001 LUMP | 900000.00000 900000.00| 465000.00000 465000.00| 23000.00000 23000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 1,872,530.00| $ 2,159,517.50| $ 2,489,512.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,872,530.00| $ 2,159,517.50| $ 2,489,512.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/06 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0506940R2 COUNTIES : KANAWHA LETTING DATE : 10/31/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : Standard ==================================================================================================================================== |( 4 ) 34-1178150 |( 5 ) 55-0614471 |( ) |CORCON, INC. |SPECIALTY GROUPS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 C & P 36TH ST BR # 2565 X331 | | | 0005 204001-000 LUMP | 60000.00000 60000.00| 68000.00000 68000.00| MOBILIZATION | | | 0010 636011-001 16050.000 UN | 0.75000 12037.50| 0.86000 13803.00| TRAFFIC CONTROL DEVICE | | | 0015 636014-001 200.000 HR | 55.00000 11000.00| 75.00000 15000.00| FLAGGER | | | 0020 636014-002 200.000 HR | 36.00000 7200.00| 75.00000 15000.00| TRAFFIC DIRECTOR | | | 0025 636021-001 360.000 DA | 12.00000 4320.00| 11.50000 4140.00| ELECTRIC ARROW | | | 0030 636022-001 180.000 DA | 52.00000 9360.00| 60.00000 10800.00| CHANGAEBLE MESSAGE SIGN | | | 0035 636025-001 2880.000 DA | 1.40000 4032.00| 1.15000 3312.00| WARNING LIGHTS, TYPE B | | | 0040 636028-001 200.000 DA | 37.00000 7400.00| 110.00000 22000.00| SHADOW VEHICLE | | | 0045 688002-001 LUMP | 2250000.00000 2250000.00| 2019962.00000 2019962.00| CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0050 688003-001 LUMP | 750000.00000 750000.00| 2019962.00000 2019962.00| CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 3,115,349.50| $ 4,191,979.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,115,349.50| $ 4,191,979.00| $ ====================================================================================================================================