WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0808041 COUNTIES : CALHOUN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : ANNAMORIAH BRIDGE - DESIGN BUILD PROJECT(S) : S307-0005/00-003.52 00 00BR 0005 115 D00 LOCATION: / LITTLE KANAWHA RIVER, 0.19 MI E CO 35/5 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 3,988,000.00 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 4,195,000.00 105.1906% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 4,703,414.00 117.9392% 4 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 4,945,000.00 123.9970% 5 55-0484695 PAULS CONCRETE, INC. $ 5,200,000.00 130.3912% 6 34-0905531 BEAVER EXCAVATING COMPANY, THE $ 7,553,945.67 189.4169% 7 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 7,838,783.00 196.5593% 8 55-0328627 J. F. ALLEN COMPANY $ 13,027,768.45 326.6742% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0808041 COUNTIES : CALHOUN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 34-1199322 |( 3 ) 62-1345425 |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ANNAMORIAH BRIDGE DESIGN BUILD | | | 0005 105000-000 1.000 LS | 3988000.00000 3988000.00| 4195000.00000 4195000.00| 4703414.00000 4703414.00 DESIGN BUILD CONTRACT | | | SECTION TOTALS | $ 3,988,000.00| $ 4,195,000.00| $ 4,703,414.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,988,000.00| $ 4,195,000.00| $ 4,703,414.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0808041 COUNTIES : CALHOUN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 55-0484695 |( 6 ) 34-0905531 |KOKOSING CONSTRUCTION COMPAN |PAULS CONCRETE, INC. |BEAVER EXCAVATING COMPANY, TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ANNAMORIAH BRIDGE DESIGN BUILD | | | 0005 105000-000 1.000 LS | 4945000.00000 4945000.00| 5200000.00000 5200000.00| 7553945.67000 7553945.67 DESIGN BUILD CONTRACT | | | SECTION TOTALS | $ 4,945,000.00| $ 5,200,000.00| $ 7,553,945.67 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,945,000.00| $ 5,200,000.00| $ 7,553,945.67 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0808041 COUNTIES : CALHOUN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1696132 |( 8 ) 55-0328627 |( ) |BRAYMAN CONSTRUCTION CORPORA |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ANNAMORIAH BRIDGE DESIGN BUILD | | | 0005 105000-000 1.000 LS | 7838783.00000 7838783.00|13027768.45000 13027768.45| DESIGN BUILD CONTRACT | | | SECTION TOTALS | $ 7,838,783.00| $ 13,027,768.45| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,838,783.00| $ 13,027,768.45| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 1020005 COUNTIES : GREENBRIER LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : GREENBRIER STATE FOREST PROJECT(S) : S313-OGSF/00-011.00 00 LOCATION: BEG: 2.31 MI S OF CR 60/73 - END: 0.21 MI N OF CR 60 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 570,626.70 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1020005 COUNTIES : GREENBRIER LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 8 ) 55-0328627 |( ) |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 2011-2 STATE FUNDED RESURFACING PROJECT | | | 0005 207001-001 647.000 CY | 5.00000 3235.00| | UNCLASSIFIED EXCAVATION | | | 0010 408002-001 1080.000 GA | 2.00000 2160.00| | BITUMINOUS MATERIAL | | | 0015 415005-001 789.000 SY | 19.00000 14991.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0020 636006-001 10.000 DA | 550.00000 5500.00| | PILOT TRUCK AND DRIVER | | | 0025 636008-001 1374.000 LF | 0.22000 302.28| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | (WHITE) | | | 0030 636008-001 29056.000 LF | 0.22000 6392.32| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | (YELLOW) | | | 0035 636011-001 19240.000 UN | 0.70000 13468.00| | TRAFFIC CONTROL DEVICE | | | 0040 636014-001 240.000 HR | 50.00000 12000.00| | FLAGGER | | | 0045 642012-001 740.000 LF | 3.50000 2590.00| | SILT FENCE | | | 0050 642031-001 312.000 EA | 65.00000 20280.00| | DITCH CHECK | | | 0055 663001-004 1374.000 LF | 0.22000 302.28| | EDGE LINE, TYPE II - 4 IN (WHITE) | | | 0060 663002-038 29056.000 LF | 0.22000 6392.32| | CENTERLINE, TYPE II - 4 IN | | | 0065 307005-001 AA1 490.000 TN | 32.00000 15680.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0070 307005-002 AA2 446.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0075 401001-001 BB1 1286.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0080 401001-002 BB2 1170.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1020005 COUNTIES : GREENBRIER LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 8 ) 55-0328627 |( ) |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 401001-006 BB3 1286.000 TN | 85.00000 109310.00| | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0090 401001-007 BB4 1170.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0095 401002-001 CC1 2969.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0100 401002-002 CC2 2702.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0105 401002-006 CC3 2969.000 TN | 86.50000 256818.50| | MARSHALL WARM-MIX ASPHALT WEARING | | | COURSE, STONE OR GRAVEL, TYPE 1 | | | 0110 401002-007 CC4 2702.000 TN | | | MARSHALL WARM-MIX ASPHALT WEARING | | | COURSE, SLAG, TYPE 1 | | | 0115 401007-001 DD1 1170.000 TN | | | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0120 401007-002 DD2 1065.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0125 401007-006 DD3 1170.000 TN | 86.50000 101205.00| | MARSHALL WARM-MIX-ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0130 401007-007 DD4 1065.000 TN | | | MARSHALL WARM-MIX-ASPHALT SCRATCH | | | COURSE, SLAG | | | SECTION TOTALS | $ 570,626.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 570,626.70| $ 13,027,768.45| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0623342 COUNTIES : JEFFERSON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : KEARNEYSVILLE TN LN PROJECT(S) : U319-0009/00-001.35 00 HSIP 0009 186 D00 LOCATION: 500' W WV 480/CO 11-150' E WV 480/CO 1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0492296 JEFFERSON ASPHALT PRODUCTS CO., INC. $ 241,955.94 100.0000% 2 54-1069645 W & L CONSTRUCTION & PAVING INC. $ 255,150.00 105.4531% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0623342 COUNTIES : JEFFERSON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0492296 |( 2 ) 54-1069645 |( ) |JEFFERSON ASPHALT PRODUCTS C |W & L CONSTRUCTION & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TURN LANE | | | 0005 201001-000 1.000 LS | 15000.00000 15000.00| 4541.85000 4541.85| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 4200.00000 4200.00| 20000.00000 20000.00| MOBILIZATION | | | 0015 207001-001 560.000 CY | 40.00000 22400.00| 45.00000 25200.00| UNCLASSIFIED EXCAVATION | | | 0020 207034-000 615.000 SY | 1.25000 768.75| 2.00000 1230.00| FABRIC FOR SEPARATION | | | 0025 307001-000 170.000 CY | 42.50000 7225.00| 40.00000 6800.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0030 408002-001 372.000 GA | 2.70000 1004.40| 2.00000 744.00| BITUMINOUS MATERIAL | | | 0035 604050-016 70.000 LF | 140.00000 9800.00| 145.00000 10150.00| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0040 605004-001 1.000 EA | 1525.00000 1525.00| 3000.00000 3000.00| TYPE B INLET | | | 0045 610001-001 180.000 LF | 51.00000 9180.00| 23.00000 4140.00| PLAIN CONCRETE CURBING, TYPE I | | | 0050 636008-001 4625.000 LF | 0.46000 2127.50| 0.25000 1156.25| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0055 636011-001 6240.000 UN | 1.00000 6240.00| 0.50000 3120.00| TRAFFIC CONTROL DEVICE | | | 0060 636014-001 720.000 HR | 0.01000 7.20| 47.00000 33840.00| FLAGGER | | | 0065 636025-001 480.000 DA | 1.35000 648.00| 1.00000 480.00| WARNING LIGHTS, TYPE B | | | 0070 638002-001 5.000 EA | 180.00000 900.00| 110.00000 550.00| RIGHT OF WAY MARKER | | | 0075 639001-001 LUMP | 11000.00000 11000.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0080 642004-003 8.300 LB | 98.00000 813.40| 85.00000 705.50| SEED MIXTURE, D | | | 0085 642005-001 0.350 TN | 2160.00000 756.00| 2000.00000 700.00| MULCH, STRAW OR HAY | | | 0090 642006-001 0.070 TN | 10510.00000 735.70| 9000.00000 630.00| FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0623342 COUNTIES : JEFFERSON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0492296 |( 2 ) 54-1069645 |( ) |JEFFERSON ASPHALT PRODUCTS C |W & L CONSTRUCTION & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642010-001 0.220 TN | 81.75000 17.99| 70.00000 15.40| AGRICULTURAL LIMESTONE | | | 0100 642012-001 600.000 LF | 3.00000 1800.00| 3.00000 1800.00| SILT FENCE | | | 0105 642031-001 4.000 EA | 125.00000 500.00| 50.00000 200.00| DITCH CHECK | | | 0110 642033-001 17.000 CY | 15.00000 255.00| 20.00000 340.00| SEDIMENT TRAP | | | 0115 652002-001 0.070 TN | 8175.00000 572.25| 7000.00000 490.00| FERTILIZER, 10-20-10 | | | 0120 652002-002 0.020 TN | 29200.00000 584.00| 25000.00000 500.00| FERTILIZER, UREA FORMALDEHYDE | | | 0125 652003-002 8.300 LB | 80.00000 664.00| 70.00000 581.00| SEED MIXTURE, D | | | 0130 652004-001 0.350 TN | 1400.00000 490.00| 1000.00000 350.00| STRAW OR HAY MULCH | | | 0135 663001-004 2100.000 LF | 0.45000 945.00| 0.30000 630.00| EDGE LINE, TYPE II - 4 IN WHITE | | | 0140 663002-005 2300.000 LF | 0.45000 1035.00| 0.30000 690.00| LANE LINE, TYPE II - 4 IN YELLOW | | | 0145 663004-011 180.000 LF | 5.50000 990.00| 5.00000 900.00| CHANNELIZING LINE, TYPE V - 8 IN | | | 0150 663005-011 45.000 LF | 16.30000 733.50| 14.00000 630.00| STOP LINE, TYPE V - 24 IN | | | 0155 663010-010 6.000 EA | 220.00000 1320.00| 185.00000 1110.00| ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0160 401001-001 AA1 410.000 TN | 68.00000 27880.00| 75.00000 30750.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0165 401001-002 AA2 365.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0170 401003-001 BB1 330.000 TN | 70.50000 23265.00| 80.00000 26400.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0175 401003-002 BB2 297.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0623342 COUNTIES : JEFFERSON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0492296 |( 2 ) 54-1069645 |( ) |JEFFERSON ASPHALT PRODUCTS C |W & L CONSTRUCTION & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 402001-001 CC1 1059.000 TN | 81.75000 86573.25| 64.00000 67776.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0185 402001-002 CC2 950.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 241,955.94| $ 255,150.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 241,955.94| $ 255,150.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 1014828 COUNTIES : KANAWHA LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : WV 622 - BIG TYLER PROJECT(S) : S320-0622/00-004.36 00 0STP 0622 020 D00 LOCATION: 0.1 M S I/S CO 5/10-4.36-I/S WV 501-5.76 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 407,904.35 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1014828 COUNTIES : KANAWHA LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 54-1069645 |( ) |WEST VIRGINIA PAVING, INC. |W & L CONSTRUCTION & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING (1.5") | | | 0005 204001-000 LUMP | 6800.00000 6800.00| | MOBILIZATION | | | 0010 207001-001 455.000 CY | 0.01000 4.55| | UNCLASSIFIED EXCAVATION SHLDW | | | 0015 207001-001 94.000 CY | 23.00000 2162.00| | UNCLASSIFIED EXCAVATION CURBC | | | 0020 211002-000 89.000 CY | 65.00000 5785.00| | ROCK BORROW EXCAVATION | | | 0025 229001-000 0.250 MI | 14500.00000 3625.00| | SHOULDER AND DITCH | | | 0030 240005-000 70.000 LF | 68.00000 4760.00| | CLEAN BOX CULVERT | | | 0035 240002-000 3.000 EA | 165.00000 495.00| | CLEAN INLET | | | 0040 401001-001 AA1 89.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0045 401001-006 AA2 89.000 TN | 145.00000 12905.00| | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0050 401001-002 AA3 81.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0055 401001-007 AA4 81.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0060 401001-001 BB1 467.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0065 401001-006 BB2 467.000 TN | 74.00000 34558.00| | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0070 401001-002 BB3 460.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0075 401001-007 BB4 460.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1014828 COUNTIES : KANAWHA LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 54-1069645 |( ) |WEST VIRGINIA PAVING, INC. |W & L CONSTRUCTION & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 401003-001 CC1 11.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0085 401003-006 CC2 11.000 TN | 90.00000 990.00| | MARSHALL WARM-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0090 401003-002 CC3 10.500 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0095 401003-007 CC4 10.500 TN | | | MARSHALL WARM-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0100 401007-011 DD1 634.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0105 401007-014 DD2 634.000 TN | 84.50000 53573.00| | SUPERPAVE WARM-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0110 401007-012 DD3 624.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0115 401007-015 DD4 624.000 TN | | | SUPERPAVE WARM-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0120 402001-011 EE1 2004.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0125 402001-015 EE2 2004.000 TN | | | SUPERPAVE WARM-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0130 402001-012 EE3 1972.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0135 402001-016 EE4 1972.000 TN | 86.00000 169592.00| | SUPERPAVE WARM-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1014828 COUNTIES : KANAWHA LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 54-1069645 |( ) |WEST VIRGINIA PAVING, INC. |W & L CONSTRUCTION & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 405004-001 934.000 SY | 3.75000 3502.50| | CLEANING AND SWEEPING | | | 0145 408002-001 660.000 GA | 2.00000 1320.00| | BITUMINOUS MATERIAL | | | 0150 415005-001 20941.000 SY | 1.70000 35599.70| | REMOVE EXISTING PAVEMENT SURFACE | | | 0155 610005-002 560.000 LF | 20.50000 11480.00| | BITUMINOUS CURB, TYPE II | | | 0160 636006-001 8.000 DA | 750.00000 6000.00| | PILOT TRUCK AND DRIVER | | | 0165 636008-001 44352.000 LF | 0.25000 11088.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0170 636011-001 12050.000 UN | 0.90000 10845.00| | TRAFFIC CONTROL DEVICE | | | 0175 636014-001 240.000 HR | 55.00000 13200.00| | FLAGGER | | | 0180 636025-001 360.000 DA | 1.25000 450.00| | WARNING LIGHTS, TYPE B | | | 0185 639001-001 LUMP | 750.00000 750.00| | CONSTRUCTION LAYOUT STAKE | | | 0190 642031-001 14.000 EA | 60.00000 840.00| | DITCH CHECK | | | 0195 652002-001 0.700 TN | 1700.00000 1190.00| | FERTILIZER, 10-20-10 | | | 0200 652003-001 125.000 LB | 10.00000 1250.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0205 652004-002 1.000 TN | 1210.00000 1210.00| | WOOD CELLULOSE FIBER MULCH | | | 0210 660007-001 LUMP | 2000.00000 2000.00| | MISCELLANEOUS SIGNAL | | | 0215 660007-001 LUMP | 1000.00000 1000.00| | MISCELLANEOUS SIGNAL | | | 0220 663001-004 14784.000 LF | 0.20000 2956.80| | EDGE LINE, TYPE II - 4 IN W | | | 0225 663005-011 12.000 LF | 18.00000 216.00| | STOP LINE, TYPE V - 24 IN | | | 0230 663002-038 14784.000 LF | 0.20000 2956.80| | CENTERLINE, TYPE II - 4 IN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1014828 COUNTIES : KANAWHA LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 54-1069645 |( ) |WEST VIRGINIA PAVING, INC. |W & L CONSTRUCTION & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0235 670024-001 4.000 EA | 1200.00000 4800.00| | ADJUSTING METER BOX | | | SECTION TOTALS | $ 407,904.35| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 407,904.35| $ 255,150.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0623443 COUNTIES : KANAWHA LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : ST. ALBANS SIGNAL RENOVATION PROJECT(S) : U320-0035/00-000.00 00 0NHG 0035 146 D00 LOCATION: I/S - US 60 @ US 35 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 141,742.20 100.0000% 2 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 166,850.00 117.7137% 3 27-0124040 EIGHT TREASURES OF KENTUCKY, LLC $ 167,003.00 117.8217% 4 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 197,353.00 139.2338% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0623443 COUNTIES : KANAWHA LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 27-0124040 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |EIGHT TREASURES OF KENTUCKY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 1.00000 1.00| 4524.00000 4524.00| 2500.00000 2500.00 MOBILIZATION | | | 0010 636011-001 6030.000 UN | 0.04000 241.20| 0.01000 60.30| 0.10000 603.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 300.000 HR | 0.20000 60.00| 0.01000 3.00| 1.00000 300.00 FLAGGER | | | 0020 636021-001 30.000 DA | 10.00000 300.00| 15.00000 450.00| 20.00000 600.00 ELECTRIC ARROW | | | 0025 660001-001 LUMP | 10000.00000 10000.00| 9500.00000 9500.00| 9500.00000 9500.00 SIGNAL CONTROLLER , 01 | | | 0030 660001-001 LUMP | 10000.00000 10000.00| 9500.00000 9500.00| 8500.00000 8500.00 SIGNAL CONTROLLER , 02 | | | 0035 660001-001 LUMP | 10000.00000 10000.00| 9500.00000 9500.00| 8500.00000 8500.00 SIGNAL CONTROLLER , 03 | | | 0040 660002-020 LUMP | 14500.00000 14500.00| 20000.00000 20000.00| 18000.00000 18000.00 TRAFFIC DETECTOR, VTDS , 01 | | | 0045 660002-020 LUMP | 14500.00000 14500.00| 15000.00000 15000.00| 14000.00000 14000.00 TRAFFIC DETECTOR, VTDS , 02 | | | 0050 660002-020 LUMP | 13000.00000 13000.00| 15000.00000 15000.00| 14000.00000 14000.00 TRAFFIC DETECTOR, VTDS , 03 | | | 0055 660003-006 86.000 EA | 235.00000 20210.00| 225.00000 19350.00| 250.00000 21500.00 SIGNAL SECTION, V-12 | | | 0060 660007-001 LUMP | 12000.00000 12000.00| 13727.00000 13727.00| 20000.00000 20000.00 MISCELLANEOUS SIGNAL , 01 | | | 0065 660007-001 LUMP | 11000.00000 11000.00| 13727.00000 13727.00| 14000.00000 14000.00 MISCELLANEOUS SIGNAL , 02 | | | 0070 660007-001 LUMP | 9000.00000 9000.00| 13728.00000 13728.00| 14000.00000 14000.00 MISCELLANEOUS SIGNAL , 03 | | | 0075 660010-001 2.000 EA | 3200.00000 6400.00| 5705.00000 11410.00| 4500.00000 9000.00 PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0080 660010-001 1.000 EA | 4000.00000 4000.00| 6500.70000 6500.70| 4200.00000 4200.00 PRIORITY CONTROL SYSTEM DETECTOR , D4 | | | 0085 660010-010 2.000 EA | 700.00000 1400.00| 950.00000 1900.00| 1200.00000 2400.00 PRIORITY CONTROL SYSTEM EMITTER | | | 0090 663005-011 270.000 LF | 19.00000 5130.00| 11.00000 2970.00| 20.00000 5400.00 STOP LINE, TYPE V - 24 IN | | | SECTION TOTALS | $ 141,742.20| $ 166,850.00| $ 167,003.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 141,742.20| $ 166,850.00| $ 167,003.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0623443 COUNTIES : KANAWHA LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0646159 |( ) |( ) |WEST VIRGINIA SIGNAL & LIGHT | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 7600.00000 7600.00| | MOBILIZATION | | | 0010 636011-001 6030.000 UN | 0.10000 603.00| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 300.000 HR | 1.00000 300.00| | FLAGGER | | | 0020 636021-001 30.000 DA | 10.00000 300.00| | ELECTRIC ARROW | | | 0025 660001-001 LUMP | 9750.00000 9750.00| | SIGNAL CONTROLLER , 01 | | | 0030 660001-001 LUMP | 9750.00000 9750.00| | SIGNAL CONTROLLER , 02 | | | 0035 660001-001 LUMP | 9750.00000 9750.00| | SIGNAL CONTROLLER , 03 | | | 0040 660002-020 LUMP | 24250.00000 24250.00| | TRAFFIC DETECTOR, VTDS , 01 | | | 0045 660002-020 LUMP | 15750.00000 15750.00| | TRAFFIC DETECTOR, VTDS , 02 | | | 0050 660002-020 LUMP | 17750.00000 17750.00| | TRAFFIC DETECTOR, VTDS , 03 | | | 0055 660003-006 86.000 EA | 250.00000 21500.00| | SIGNAL SECTION, V-12 | | | 0060 660007-001 LUMP | 22000.00000 22000.00| | MISCELLANEOUS SIGNAL , 01 | | | 0065 660007-001 LUMP | 21000.00000 21000.00| | MISCELLANEOUS SIGNAL , 02 | | | 0070 660007-001 LUMP | 20000.00000 20000.00| | MISCELLANEOUS SIGNAL , 03 | | | 0075 660010-001 2.000 EA | 3500.00000 7000.00| | PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0080 660010-001 1.000 EA | 4500.00000 4500.00| | PRIORITY CONTROL SYSTEM DETECTOR , D4 | | | 0085 660010-010 2.000 EA | 750.00000 1500.00| | PRIORITY CONTROL SYSTEM EMITTER | | | 0090 663005-011 270.000 LF | 15.00000 4050.00| | STOP LINE, TYPE V - 24 IN | | | SECTION TOTALS | $ 197,353.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 197,353.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MIDWAY PLAZA - SOUTH OF MADISON BRANCH PROJECT(S) : S323-0010/00-012.56 02 0STP 0010 210 000 LOCATION: I/S OLD WV 10 & RELOC WV 10 - CO 10/17 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 27-2000626 TRITON CONSTRUCTION INC $ 12,115,300.00 100.0000% 2 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 12,399,999.99 102.3499% 3 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 12,495,770.90 103.1404% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 12,626,035.80 104.2156% 5 55-0345840 VECELLIO & GROGAN, INC. $ 13,179,862.68 108.7869% 6 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 13,410,603.59 110.6915% 7 62-1345425 BILCO CONSTRUCTION CO., INC. $ 14,083,670.00 116.2470% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 31-1023518 |( 3 ) 25-1696132 |TRITON CONSTRUCTION INC |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORAT 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 | 268349.46000 268349.46| 120000.00000 120000.00| 75000.00000 75000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 600000.00000 600000.00| 600000.00000 600000.00| 575000.00000 575000.00 MOBILIZATION | | | 0015 207001-001 7757.000 CY | 7.50000 58177.50| 11.50000 89205.50| 7.50000 58177.50 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1850.000 CY | 63.40000 117290.00| 73.00000 135050.00| 50.00000 92500.00 SUBGRADE | | | 0025 207034-000 16706.000 SY | 1.50000 25059.00| 1.50000 25059.00| 2.00000 33412.00 FABRIC FOR SEPARATION | | | 0030 211001-000 169596.000 CY | 5.25000 890379.00| 5.00000 847980.00| 7.25000 1229571.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 9973.000 CY | 7.50000 74797.50| 14.00000 139622.00| 12.00000 119676.00 ROCK BORROW EXCAVATION | | | 0040 211008-000 13554.000 TN | 20.00000 271080.00| 25.00000 338850.00| 11.00000 149094.00 ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0045 218009-001 448.000 SY | 60.00000 26880.00| 68.00000 30464.00| 20.00000 8960.00 GROUT FOR ROCK GUTTER | | | 0050 307001-000 1154.000 CY | 85.00000 98090.00| 94.00000 108476.00| 60.00000 69240.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 196.000 CY | 85.00000 16660.00| 119.00000 23324.00| 80.00000 15680.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 311006-001 667.000 CY | 115.00000 76705.00| 115.00000 76705.00| 115.00000 76705.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 100.000 GA | 4.00000 400.00| 4.00000 400.00| 4.00000 400.00 BITUMINOUS MATERIAL | | | 0070 502001-012 730.000 SY | 1.00000 730.00| 100.00000 73000.00| 250.00000 182500.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0075 601002-001 18.000 CY | 1500.00000 27000.00| 1900.00000 34200.00| 1700.00000 30600.00 CLASS B CONCRETE | | | 0080 605004-001 1.000 EA | 1500.00000 1500.00| 3200.00000 3200.00| 2500.00000 2500.00 TYPE B INLET | | | 0085 605009-001 1.000 EA | 1800.00000 1800.00| 1825.00000 1825.00| 2000.00000 2000.00 TYPE G INLET | | | 0090 606029-001 919.000 LF | 13.25000 12176.75| 14.00000 12866.00| 12.00000 11028.00 FREE DRAINING BASE TRENCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 31-1023518 |( 3 ) 25-1696132 |TRITON CONSTRUCTION INC |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 606030-001 148.000 LF | 15.00000 2220.00| 15.00000 2220.00| 18.00000 2664.00 OUTLET PIPE, 6 INCH | | | 0100 607001-001 992.000 LF | 14.32000 14205.44| 14.32000 14205.44| 14.00000 13888.00 TYPE 1 GUARDRAIL, CLASS I | | | 0105 607001-001 1312.500 LF | 10.80000 14175.00| 10.80000 14175.00| 11.00000 14437.50 TYPE 1 GUARDRAIL, CLASS II | | | 0110 607001-001 237.500 LF | 10.70000 2541.25| 10.70000 2541.25| 11.00000 2612.50 TYPE 1 GUARDRAIL, CLASS III | | | 0115 607006-001 4.000 EA | 960.00000 3840.00| 960.00000 3840.00| 975.00000 3900.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0120 608002-001 1561.000 LF | 14.20000 22166.20| 9.60000 14985.60| 14.00000 21854.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0125 609001-001 33.000 SY | 65.00000 2145.00| 68.00000 2244.00| 75.00000 2475.00 CONCRETE SIDEWALK | | | 0130 610001-003 788.000 LF | 35.00000 27580.00| 20.00000 15760.00| 35.00000 27580.00 PLAIN CONCRETE CURBING, TYPE III | | | 0135 633001-001 84.000 SY | 125.00000 10500.00| 118.00000 9912.00| 90.00000 7560.00 CONCRETE GUTTER | | | 0140 633003-001 1240.000 CY | 70.00000 86800.00| 23.00000 28520.00| 75.00000 93000.00 DUMPED ROCK GUTTER | | | 0145 636008-001 500.000 LF | 0.22000 110.00| 0.22000 110.00| 0.25000 125.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0150 636011-001 8460.000 UN | 0.78000 6598.80| 1.70000 14382.00| 0.75000 6345.00 TRAFFIC CONTROL DEVICE | | | 0155 636012-010 2.000 EA | 350.00000 700.00| 350.00000 700.00| 3.50000 7.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0160 636013-001 350.000 EA | 3.50000 1225.00| 3.50000 1225.00| 4.00000 1400.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0165 636014-001 1000.000 HR | 55.00000 55000.00| 35.00000 35000.00| 55.00000 55000.00 FLAGGER | | | 0170 636017-001 144.000 LF | 36.00000 5184.00| 22.00000 3168.00| 35.00000 5040.00 TEMPORARY CONCRETE BARRIER | | | 0175 636024-001 60.000 LF | 35.00000 2100.00| 66.00000 3960.00| 200.00000 12000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0180 636025-001 1600.000 DA | 1.55000 2480.00| 1.55000 2480.00| 2.00000 3200.00 WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 31-1023518 |( 3 ) 25-1696132 |TRITON CONSTRUCTION INC |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 637001-001 2688.000 MG | 50.00000 134400.00| 12.00000 32256.00| 5.00000 13440.00 WATER FOR DUST PALLIATIVE | | | 0190 638002-001 48.000 EA | 45.00000 2160.00| 60.00000 2880.00| 100.00000 4800.00 RIGHT OF WAY MARKER | | | 0195 638003-001 24.000 EA | 300.00000 7200.00| 188.00000 4512.00| 300.00000 7200.00 SURVEY MARKER | | | 0200 639001-001 LUMP | 175000.00000 175000.00| 20000.00000 20000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0205 640002-001 33.000 MO | 1800.00000 59400.00| 1500.00000 49500.00| 1800.00000 59400.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0210 640003-001 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0215 642001-001 5773.000 LF | 1.00000 5773.00| 1.30000 7504.90| 2.00000 11546.00 TEMPORARY BERM | | | 0220 642002-001 326.000 LF | 13.50000 4401.00| 13.00000 4238.00| 30.00000 9780.00 SLOPE DRAIN | | | 0225 642004-001 401.000 LB | 2.00000 802.00| 2.00000 802.00| 3.00000 1203.00 SEED MIXTURE, TEMPORARY | | | 0230 642005-001 13.000 TN | 350.00000 4550.00| 350.00000 4550.00| 420.00000 5460.00 MULCH, STRAW OR HAY | | | 0235 642006-001 3.000 TN | 1000.00000 3000.00| 1000.00000 3000.00| 500.00000 1500.00 FERTILIZER | | | 0240 642008-001 100.000 LF | 25.00000 2500.00| 66.00000 6600.00| 50.00000 5000.00 TEMPORARY PIPE | | | 0245 642008-001 2828.000 LF | 55.00000 155540.00| 62.00000 175336.00| 55.00000 155540.00 TEMPORARY PIPE ,CAUSEWAY | | | 0250 642009-001 7000.000 LF | 1.00000 7000.00| 1.35000 9450.00| 3.00000 21000.00 CONTOUR DITCH | | | 0255 642010-001 10.000 TN | 200.00000 2000.00| 200.00000 2000.00| 140.00000 1400.00 AGRICULTURAL LIMESTONE | | | 0260 642011-001 577.000 EA | 12.00000 6924.00| 15.00000 8655.00| 25.00000 14425.00 HAY OR STRAW BALE | | | 0265 642012-001 4618.000 LF | 3.00000 13854.00| 3.60000 16624.80| 3.00000 13854.00 SILT FENCE | | | 0270 642031-001 19.000 EA | 110.00000 2090.00| 118.00000 2242.00| 100.00000 1900.00 DITCH CHECK | | | 0275 652001-001 8.100 TN | 200.00000 1620.00| 200.00000 1620.00| 140.00000 1134.00 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 31-1023518 |( 3 ) 25-1696132 |TRITON CONSTRUCTION INC |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 652002-001 2.700 TN | 1000.00000 2700.00| 1000.00000 2700.00| 500.00000 1350.00 FERTILIZER, 10-20-10 | | | 0285 652002-002 1.000 TN | 2000.00000 2000.00| 2000.00000 2000.00| 780.00000 780.00 FERTILIZER, UREA FORMALDEHYDE | | | 0290 652003-001 8.300 LB | 20.00000 166.00| 20.00000 166.00| 33.00000 273.90 SEED MIXTURES, B, C-1, OR C-2 | | | 0295 652003-002 105.000 LB | 16.00000 1680.00| 16.00000 1680.00| 11.00000 1155.00 SEED MIXTURE, D | | | 0300 652004-001 10.700 TN | 350.00000 3745.00| 350.00000 3745.00| 400.00000 4280.00 STRAW OR HAY MULCH | | | 0305 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0310 401001-011 AA1 720.000 TN | 91.00000 65520.00| 91.00000 65520.00| 92.00000 66240.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0315 401001-012 AA2 655.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0320 401001-011 BB1 3657.000 TN | 87.00000 318159.00| 87.00000 318159.00| 88.00000 321816.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0325 401001-012 BB2 3326.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0330 402001-011 CC1 842.000 TN | | | 95.00000 79990.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0335 402001-012 CC2 766.000 TN | 95.00000 72770.00| 95.00000 72770.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0340 410001-002 DD1 520.000 LF | | | SAWED RUMBLE STRIP | | | 0345 410001-003 DD2 520.000 LF | 9.25000 4810.00| 9.25000 4810.00| 9.00000 4680.00 MILLED RUMBLE STRIP | | | 0350 604076-016 EE1 137.000 LF | 70.00000 9590.00| 66.00000 9042.00| 65.00000 8905.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 31-1023518 |( 3 ) 25-1696132 |TRITON CONSTRUCTION INC |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 604002-016 EE2 137.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0360 604037-016 EE3 137.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0365 604076-020 FF1 167.000 LF | 74.00000 12358.00| 88.00000 14696.00| 75.00000 12525.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0370 604002-020 FF2 167.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0375 604037-020 FF3 167.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0380 604076-024 GG1 305.000 LF | 100.00000 30500.00| 87.00000 26535.00| 85.00000 25925.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0385 604002-024 GG2 305.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0390 604037-024 GG3 305.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0395 604076-032 HH1 52.000 LF | 465.00000 24180.00| 400.00000 20800.00| 145.00000 7540.00 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 0400 604002-032 HH2 52.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 0405 604037-032 HH3 52.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0410 636002-001 JJ1 700.000 TN | 45.00000 31500.00| 55.00000 38500.00| 40.00000 28000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0415 636002-002 JJ2 637.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,997,336.90| $ 3,768,348.49| $ 3,925,973.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 31-1023518 |( 3 ) 25-1696132 |TRITON CONSTRUCTION INC |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0420 657006-001 33.000 LF | 36.00000 1188.00| 36.00000 1188.00| 36.00000 1188.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0425 657008-001 71.000 LF | 6.80000 482.80| 6.80000 482.80| 7.00000 497.00 2.00 LB CHANNEL POST | | | 0430 657010-001 301.000 LF | 28.00000 8428.00| 28.00000 8428.00| 28.00000 8428.00 3.00 LB CHANNEL POST | | | 0435 657012-001 64.000 LF | 10.00000 640.00| 10.00000 640.00| 10.00000 640.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0440 657017-001 0.600 CY | 3500.00000 2100.00| 3500.00000 2100.00| 3500.00000 2100.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0445 661001-001 255.000 SF | 17.10000 4360.50| 17.00000 4335.00| 17.00000 4335.00 0.080 IN FLAT SHEET SIGN | | | 0450 661002-001 72.000 SF | 22.40000 1612.80| 22.40000 1612.80| 22.00000 1584.00 EXTRUDED PANEL SIGN | | | 0455 661013-001 24.000 EA | 23.00000 552.00| 37.00000 888.00| 23.00000 552.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNT | | | 0460 661013-001 8.000 EA | 70.00000 560.00| 37.00000 296.00| 70.00000 560.00 PLASTIC DELINEATOR POST, YELLOW, | | | SURFACE MOUNT | | | 0465 661020-001 12.000 EA | 22.00000 264.00| 28.00000 336.00| 22.00000 264.00 DELINEATOR, TYPE B-1 ,WHITE (8"X12") | | | 0470 663001-004 2470.000 LF | 0.22000 543.40| 0.22000 543.40| 0.25000 617.50 EDGE LINE, TYPE II - 4 IN WHITE | | | 0475 663001-028 2675.000 LF | 0.33000 882.75| 0.33000 882.75| 0.40000 1070.00 EDGE LINE, TYPE IX - 6 IN WHITE | | | 0480 663001-028 2100.000 LF | 0.33000 693.00| 0.33000 693.00| 0.40000 840.00 EDGE LINE, TYPE IX - 6 IN YELLOW | | | 0485 663002-028 795.000 LF | 0.33000 262.35| 0.33000 262.35| 0.40000 318.00 LANE LINE, TYPE IX - 6 IN | | | 0490 663002-038 2420.000 LF | 0.22000 532.40| 0.22000 532.40| 0.25000 605.00 CENTERLINE, TYPE II - 4 IN | | | 0495 663004-011 730.000 LF | 5.00000 3650.00| 5.00000 3650.00| 6.00000 4380.00 CHANNELIZING LINE, TYPE V - 8 IN | | | 0500 663005-011 70.000 LF | 13.00000 910.00| 13.00000 910.00| 15.00000 1050.00 STOP LINE, TYPE V - 24 IN | | | 0505 663010-010 9.000 EA | 190.00000 1710.00| 195.00000 1755.00| 216.00000 1944.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 31-1023518 |( 3 ) 25-1696132 |TRITON CONSTRUCTION INC |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0510 663012-208 74.000 EA | 24.00000 1776.00| 24.00000 1776.00| 27.00000 1998.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 31,148.00| $ 31,311.50| $ 32,970.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0515 639001-001 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 40000.00000 40000.00 CONSTRUCTION LAYOUT STAKE | | | 0520 670004-222 310.000 LF | 70.00000 21700.00| 60.00000 18600.00| 95.00000 29450.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 51, RESTRAINED JOINT | | | 0525 670007-022 944.000 LF | 55.00000 51920.00| 60.00000 56640.00| 65.00000 61360.00 8 INCH PLASTIC PIPE, CLASS C900 DR 14 | | | 0530 670007-022 40.000 LF | 100.00000 4000.00| 250.00000 10000.00| 300.00000 12000.00 8 INCH PLASTIC PIPE, CLASS C900 DR 14 | | | RESTRAINED JOINT | | | 0535 670009-220 2.000 EA | 2000.00000 4000.00| 2300.00000 4600.00| 1800.00000 3600.00 8 INCH GATE VALVE AND VALVE BOX | | | 0540 670010-300 260.000 LF | 150.00000 39000.00| 175.00000 45500.00| 150.00000 39000.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875 IN. | | | 0545 670014-001 1.000 EA | 3500.00000 3500.00| 6000.00000 6000.00| 5000.00000 5000.00 RELOCATE FIRE HYDRANT | | | 0550 670020-001 1.000 EA | 2500.00000 2500.00| 1200.00000 1200.00| 5500.00000 5500.00 SPECIAL STRUCTURE, AIR RELEASE VALVE | | | ASSEMBLY | | | SECTION TOTALS | $ 129,120.00| $ 147,540.00| $ 195,910.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0555 640004-001 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 2000.00000 2000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 4,000.00| $ 2,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE #10369 | | | 0560 212001-000 1118.000 CY | 48.00000 53664.00| 50.00000 55900.00| 25.00000 27950.00 STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 31-1023518 |( 3 ) 25-1696132 |TRITON CONSTRUCTION INC |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0565 212005-000 191.000 CY | 120.00000 22920.00| 135.00000 25785.00| 100.00000 19100.00 SELECT MATERIAL FOR BACKFILLING | | | 0570 218004-001 1098.000 SY | 46.00000 50508.00| 45.00000 49410.00| 50.00000 54900.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0575 601002-001 674.000 CY | 525.00000 353850.00| 550.00000 370700.00| 840.00000 566160.00 CLASS B CONCRETE | | | 0576 601002-001 259.000 CY | 525.00000 135975.00| 750.00000 194250.00| 750.00000 194250.00 CLASS B CONCRETE ,MASS CONCRETE | | | 0580 601003-001 174.000 CY | 625.00000 108750.00| 450.00000 78300.00| 650.00000 113100.00 CLASS K CONCRETE | | | 0585 601009-001 1821.000 CY | 565.00000 1028865.00| 500.00000 910500.00| 800.00000 1456800.00 CLASS H CONCRETE | | | 0590 601019-001 34524.000 SF | 1.00000 34524.00| 1.50000 51786.00| 2.00000 69048.00 CONCRETE PROTECTIVE COATING | | | 0595 601025-001 286.000 CY | 725.00000 207350.00| 950.00000 271700.00| 750.00000 214500.00 MODIFIED CONCRETE, CLASS B, 4000PSI, | | | MASS CONCRETE | | | 0600 602001-001 204785.000 LB | 1.10000 225263.50| 1.20000 245742.00| 1.00000 204785.00 REINFORCING STEEL BAR | | | 0605 602002-001 426824.000 LB | 1.15000 490847.60| 1.25000 533530.00| 1.00000 426824.00 EPOXY COATED REINFORCING STEEL BAR | | | 0610 608001-006 192.000 LF | 150.00000 28800.00| 102.00000 19584.00| 110.00000 21120.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0615 615001-001 2932600.000 LS | 4270785.00000 4270785.00| 4821000.00000 4821000.00| 4150000.00000 4150000.00 STEEL SUPERSTRUCTURE | | | 0620 615029-001 24.000 EA | 2675.00000 64200.00| 2900.00000 69600.00| 2500.00000 60000.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0625 615030-001 8.000 EA | 3800.00000 30400.00| 3660.00000 29280.00| 3500.00000 28000.00 FIXED BEARING, ELASTOMERIC | | | 0630 616004-006 2160.000 LF | 47.00000 101520.00| 47.00000 101520.00| 45.00000 97200.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0635 616005-006 1347.000 LF | 107.00000 144129.00| 83.00000 111801.00| 140.00000 188580.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0640 625001-034 76.000 LF | 2835.00000 215460.00| 2222.00000 168872.00| 1100.00000 83600.00 102 INCH DIAMETER DRILLED CAISSONS | | | 0645 625003-032 108.000 LF | 2835.00000 306180.00| 2520.00000 272160.00| 2800.00000 302400.00 96 INCH ROCK SOCKET FOUNDATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 31-1023518 |( 3 ) 25-1696132 |TRITON CONSTRUCTION INC |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 625005-001 216.000 LF | 44.00000 9504.00| 55.00000 11880.00| 75.00000 16200.00 PREINSTALLATION CORE HOLE | | | 0655 639001-001 LUMP | 50000.00000 50000.00| 31700.00000 31700.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0660 662002-001 LUMP | 14800.00000 14800.00| 15000.00000 15000.00| 15000.00000 15000.00 GALVANIZED STEEL CONDUIT 02 | | | 0665 662006-001 8.000 EA | 550.00000 4400.00| 1100.00000 8800.00| 550.00000 4400.00 JUNCTION BOX, TYPE A | | | SECTION TOTALS | $ 7,952,695.10| $ 8,448,800.00| $ 8,338,917.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,115,300.00| $ 12,399,999.99| $ 12,495,770.90 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 55-0345840 |( 6 ) 55-0481221 |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. |MOUNTAINEER CONTRACTORS, 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 | 590000.00000 590000.00| 352000.00000 352000.00| 81585.00000 81585.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 600000.00000 600000.00| 659000.00000 659000.00| 734000.00000 734000.00 MOBILIZATION | | | 0015 207001-001 7757.000 CY | 5.30000 41112.10| 12.00000 93084.00| 12.00000 93084.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1850.000 CY | 57.00000 105450.00| 81.50000 150775.00| 72.00000 133200.00 SUBGRADE | | | 0025 207034-000 16706.000 SY | 1.70000 28400.20| 2.15000 35917.90| 1.30000 21717.80 FABRIC FOR SEPARATION | | | 0030 211001-000 169596.000 CY | 5.20000 881899.20| 6.85000 1161732.60| 5.50000 932778.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 9973.000 CY | 12.00000 119676.00| 20.00000 199460.00| 6.85000 68315.05 ROCK BORROW EXCAVATION | | | 0040 211008-000 13554.000 TN | 3.80000 51505.20| 12.00000 162648.00| 36.20000 490654.80 ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0045 218009-001 448.000 SY | 52.00000 23296.00| 32.50000 14560.00| 39.00000 17472.00 GROUT FOR ROCK GUTTER | | | 0050 307001-000 1154.000 CY | 85.00000 98090.00| 74.00000 85396.00| 79.00000 91166.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 196.000 CY | 110.00000 21560.00| 79.50000 15582.00| 85.30000 16718.80 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 311006-001 667.000 CY | 120.00000 80040.00| 129.00000 86043.00| 115.00000 76705.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 100.000 GA | 4.40000 440.00| 4.50000 450.00| 4.00000 400.00 BITUMINOUS MATERIAL | | | 0070 502001-012 730.000 SY | 120.00000 87600.00| 113.00000 82490.00| 500.00000 365000.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0075 601002-001 18.000 CY | 1800.00000 32400.00| 741.00000 13338.00| 3000.00000 54000.00 CLASS B CONCRETE | | | 0080 605004-001 1.000 EA | 3900.00000 3900.00| 3345.00000 3345.00| 1722.00000 1722.00 TYPE B INLET | | | 0085 605009-001 1.000 EA | 3500.00000 3500.00| 2072.00000 2072.00| 1687.00000 1687.00 TYPE G INLET | | | 0090 606029-001 919.000 LF | 13.00000 11947.00| 15.00000 13785.00| 17.00000 15623.00 FREE DRAINING BASE TRENCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -12 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 55-0345840 |( 6 ) 55-0481221 |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 606030-001 148.000 LF | 34.00000 5032.00| 28.00000 4144.00| 23.50000 3478.00 OUTLET PIPE, 6 INCH | | | 0100 607001-001 992.000 LF | 15.00000 14880.00| 16.00000 15872.00| 17.50000 17360.00 TYPE 1 GUARDRAIL, CLASS I | | | 0105 607001-001 1312.500 LF | 12.00000 15750.00| 12.50000 16406.25| 15.00000 19687.50 TYPE 1 GUARDRAIL, CLASS II | | | 0110 607001-001 237.500 LF | 11.00000 2612.50| 12.00000 2850.00| 13.25000 3146.88 TYPE 1 GUARDRAIL, CLASS III | | | 0115 607006-001 4.000 EA | 1300.00000 5200.00| 1400.00000 5600.00| 1250.00000 5000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0120 608002-001 1561.000 LF | 10.00000 15610.00| 11.00000 17171.00| 14.20000 22166.20 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0125 609001-001 33.000 SY | 150.00000 4950.00| 155.00000 5115.00| 168.00000 5544.00 CONCRETE SIDEWALK | | | 0130 610001-003 788.000 LF | 48.00000 37824.00| 41.50000 32702.00| 42.00000 33096.00 PLAIN CONCRETE CURBING, TYPE III | | | 0135 633001-001 84.000 SY | 180.00000 15120.00| 142.00000 11928.00| 252.00000 21168.00 CONCRETE GUTTER | | | 0140 633003-001 1240.000 CY | 15.00000 18600.00| 20.50000 25420.00| 60.30000 74772.00 DUMPED ROCK GUTTER | | | 0145 636008-001 500.000 LF | 0.25000 125.00| 1.10000 550.00| 1.00000 500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0150 636011-001 8460.000 UN | 0.87000 7360.20| 1.10000 9306.00| 1.00000 8460.00 TRAFFIC CONTROL DEVICE | | | 0155 636012-010 2.000 EA | 390.00000 780.00| 568.00000 1136.00| 500.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0160 636013-001 350.000 EA | 3.90000 1365.00| 5.70000 1995.00| 5.00000 1750.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0165 636014-001 1000.000 HR | 58.00000 58000.00| 56.00000 56000.00| 52.00000 52000.00 FLAGGER | | | 0170 636017-001 144.000 LF | 33.00000 4752.00| 12.50000 1800.00| 24.35000 3506.40 TEMPORARY CONCRETE BARRIER | | | 0175 636024-001 60.000 LF | 57.00000 3420.00| 83.50000 5010.00| 65.00000 3900.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0180 636025-001 1600.000 DA | 1.70000 2720.00| 1.40000 2240.00| 1.55000 2480.00 WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -13 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 55-0345840 |( 6 ) 55-0481221 |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 637001-001 2688.000 MG | 44.00000 118272.00| 25.00000 67200.00| 41.35000 111148.80 WATER FOR DUST PALLIATIVE | | | 0190 638002-001 48.000 EA | 32.00000 1536.00| 37.50000 1800.00| 92.80000 4454.40 RIGHT OF WAY MARKER | | | 0195 638003-001 24.000 EA | 94.00000 2256.00| 225.00000 5400.00| 565.00000 13560.00 SURVEY MARKER | | | 0200 639001-001 LUMP | 43000.00000 43000.00| 70000.00000 70000.00| 475691.09000 475691.09 CONSTRUCTION LAYOUT STAKE | | | 0205 640002-001 33.000 MO | 1800.00000 59400.00| 3700.00000 122100.00| 2000.00000 66000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0210 640003-001 LUMP | 2300.00000 2300.00| 6000.00000 6000.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0215 642001-001 5773.000 LF | 1.40000 8082.20| 0.70000 4041.10| 1.35000 7793.55 TEMPORARY BERM | | | 0220 642002-001 326.000 LF | 15.00000 4890.00| 8.00000 2608.00| 27.25000 8883.50 SLOPE DRAIN | | | 0225 642004-001 401.000 LB | 2.10000 842.10| 5.50000 2205.50| 2.60000 1042.60 SEED MIXTURE, TEMPORARY | | | 0230 642005-001 13.000 TN | 370.00000 4810.00| 413.00000 5369.00| 420.00000 5460.00 MULCH, STRAW OR HAY | | | 0235 642006-001 3.000 TN | 1000.00000 3000.00| 1495.00000 4485.00| 500.00000 1500.00 FERTILIZER | | | 0240 642008-001 100.000 LF | 10.00000 1000.00| 71.00000 7100.00| 44.00000 4400.00 TEMPORARY PIPE | | | 0245 642008-001 2828.000 LF | 52.00000 147056.00| 125.00000 353500.00| 134.00000 378952.00 TEMPORARY PIPE ,CAUSEWAY | | | 0250 642009-001 7000.000 LF | 1.80000 12600.00| 1.00000 7000.00| 2.30000 16100.00 CONTOUR DITCH | | | 0255 642010-001 10.000 TN | 210.00000 2100.00| 79.00000 790.00| 140.00000 1400.00 AGRICULTURAL LIMESTONE | | | 0260 642011-001 577.000 EA | 5.20000 3000.40| 10.00000 5770.00| 12.95000 7472.15 HAY OR STRAW BALE | | | 0265 642012-001 4618.000 LF | 4.50000 20781.00| 4.75000 21935.50| 2.50000 11545.00 SILT FENCE | | | 0270 642031-001 19.000 EA | 110.00000 2090.00| 90.00000 1710.00| 86.00000 1634.00 DITCH CHECK | | | 0275 652001-001 8.100 TN | 210.00000 1701.00| 79.00000 639.90| 140.00000 1134.00 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -14 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 55-0345840 |( 6 ) 55-0481221 |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 652002-001 2.700 TN | 1000.00000 2700.00| 900.00000 2430.00| 500.00000 1350.00 FERTILIZER, 10-20-10 | | | 0285 652002-002 1.000 TN | 2100.00000 2100.00| 1800.00000 1800.00| 780.00000 780.00 FERTILIZER, UREA FORMALDEHYDE | | | 0290 652003-001 8.300 LB | 21.00000 174.30| 290.00000 2407.00| 32.50000 269.75 SEED MIXTURES, B, C-1, OR C-2 | | | 0295 652003-002 105.000 LB | 17.00000 1785.00| 40.00000 4200.00| 10.50000 1102.50 SEED MIXTURE, D | | | 0300 652004-001 10.700 TN | 370.00000 3959.00| 210.00000 2247.00| 400.00000 4280.00 STRAW OR HAY MULCH | | | 0305 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0310 401001-011 AA1 720.000 TN | 90.00000 64800.00| 102.00000 73440.00| 91.00000 65520.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0315 401001-012 AA2 655.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0320 401001-011 BB1 3657.000 TN | 90.00000 329130.00| 98.00000 358386.00| 87.00000 318159.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0325 401001-012 BB2 3326.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0330 402001-011 CC1 842.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0335 402001-012 CC2 766.000 TN | 90.00000 68940.00| 106.00000 81196.00| 95.00000 72770.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0340 410001-002 DD1 520.000 LF | | | SAWED RUMBLE STRIP | | | 0345 410001-003 DD2 520.000 LF | 12.00000 6240.00| 16.00000 8320.00| 9.25000 4810.00 MILLED RUMBLE STRIP | | | 0350 604076-016 EE1 137.000 LF | 44.00000 6028.00| 54.00000 7398.00| 43.45000 5952.65 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -15 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 55-0345840 |( 6 ) 55-0481221 |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 604002-016 EE2 137.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0360 604037-016 EE3 137.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0365 604076-020 FF1 167.000 LF | 50.00000 8350.00| 60.00000 10020.00| 54.45000 9093.15 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0370 604002-020 FF2 167.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0375 604037-020 FF3 167.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0380 604076-024 GG1 305.000 LF | 96.00000 29280.00| 95.00000 28975.00| 61.00000 18605.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0385 604002-024 GG2 305.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0390 604037-024 GG3 305.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0395 604076-032 HH1 52.000 LF | 340.00000 17680.00| 360.00000 18720.00| 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 0400 604002-032 HH2 52.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 0405 604037-032 HH3 52.000 LF | | | 315.00000 16380.00 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0410 636002-001 JJ1 700.000 TN | 32.00000 22400.00| 35.50000 24850.00| 39.00000 27300.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0415 636002-002 JJ2 637.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,997,999.40| $ 4,661,766.75| $ 5,145,186.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -16 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 55-0345840 |( 6 ) 55-0481221 |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0420 657006-001 33.000 LF | 38.00000 1254.00| 40.00000 1320.00| 36.00000 1188.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0425 657008-001 71.000 LF | 7.10000 504.10| 7.50000 532.50| 6.80000 482.80 2.00 LB CHANNEL POST | | | 0430 657010-001 301.000 LF | 29.00000 8729.00| 31.50000 9481.50| 28.00000 8428.00 3.00 LB CHANNEL POST | | | 0435 657012-001 64.000 LF | 10.00000 640.00| 11.00000 704.00| 10.00000 640.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0440 657017-001 0.600 CY | 3700.00000 2220.00| 3930.00000 2358.00| 3500.00000 2100.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0445 661001-001 255.000 SF | 18.00000 4590.00| 19.00000 4845.00| 17.10000 4360.50 0.080 IN FLAT SHEET SIGN | | | 0450 661002-001 72.000 SF | 23.00000 1656.00| 25.00000 1800.00| 22.40000 1612.80 EXTRUDED PANEL SIGN | | | 0455 661013-001 24.000 EA | 24.00000 576.00| 26.00000 624.00| 23.00000 552.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNT | | | 0460 661013-001 8.000 EA | 73.00000 584.00| 79.00000 632.00| 70.00000 560.00 PLASTIC DELINEATOR POST, YELLOW, | | | SURFACE MOUNT | | | 0465 661020-001 12.000 EA | 23.00000 276.00| 25.00000 300.00| 22.00000 264.00 DELINEATOR, TYPE B-1 ,WHITE (8"X12") | | | 0470 663001-004 2470.000 LF | 0.25000 617.50| 0.28000 691.60| 0.25000 617.50 EDGE LINE, TYPE II - 4 IN WHITE | | | 0475 663001-028 2675.000 LF | 0.37000 989.75| 0.48000 1284.00| 0.42000 1123.50 EDGE LINE, TYPE IX - 6 IN WHITE | | | 0480 663001-028 2100.000 LF | 0.37000 777.00| 0.48000 1008.00| 0.42000 882.00 EDGE LINE, TYPE IX - 6 IN YELLOW | | | 0485 663002-028 795.000 LF | 0.37000 294.15| 0.48000 381.60| 0.42000 333.90 LANE LINE, TYPE IX - 6 IN | | | 0490 663002-038 2420.000 LF | 0.25000 605.00| 0.28000 677.60| 0.42000 1016.40 CENTERLINE, TYPE II - 4 IN | | | 0495 663004-011 730.000 LF | 5.60000 4088.00| 8.50000 6205.00| 7.50000 5475.00 CHANNELIZING LINE, TYPE V - 8 IN | | | 0500 663005-011 70.000 LF | 15.00000 1050.00| 17.00000 1190.00| 15.00000 1050.00 STOP LINE, TYPE V - 24 IN | | | 0505 663010-010 9.000 EA | 210.00000 1890.00| 200.00000 1800.00| 175.00000 1575.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -17 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 55-0345840 |( 6 ) 55-0481221 |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0510 663012-208 74.000 EA | 27.00000 1998.00| 56.50000 4181.00| 50.00000 3700.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 33,338.50| $ 40,015.80| $ 35,961.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0515 639001-001 LUMP | 2300.00000 2300.00| 6300.00000 6300.00| 4500.00000 4500.00 CONSTRUCTION LAYOUT STAKE | | | 0520 670004-222 310.000 LF | 53.00000 16430.00| 98.00000 30380.00| 60.00000 18600.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 51, RESTRAINED JOINT | | | 0525 670007-022 944.000 LF | 40.00000 37760.00| 82.00000 77408.00| 42.50000 40120.00 8 INCH PLASTIC PIPE, CLASS C900 DR 14 | | | 0530 670007-022 40.000 LF | 65.00000 2600.00| 89.00000 3560.00| 62.65000 2506.00 8 INCH PLASTIC PIPE, CLASS C900 DR 14 | | | RESTRAINED JOINT | | | 0535 670009-220 2.000 EA | 3500.00000 7000.00| 2220.00000 4440.00| 1575.00000 3150.00 8 INCH GATE VALVE AND VALVE BOX | | | 0540 670010-300 260.000 LF | 100.00000 26000.00| 110.00000 28600.00| 138.50000 36010.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875 IN. | | | 0545 670014-001 1.000 EA | 4700.00000 4700.00| 3600.00000 3600.00| 2945.00000 2945.00 RELOCATE FIRE HYDRANT | | | 0550 670020-001 1.000 EA | 2100.00000 2100.00| 2200.00000 2200.00| 1925.00000 1925.00 SPECIAL STRUCTURE, AIR RELEASE VALVE | | | ASSEMBLY | | | SECTION TOTALS | $ 98,890.00| $ 156,488.00| $ 109,756.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0555 640004-001 LUMP | 2300.00000 2300.00| 5650.00000 5650.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,300.00| $ 5,650.00| $ 4,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE #10369 | | | 0560 212001-000 1118.000 CY | 100.00000 111800.00| 21.50000 24037.00| 65.00000 72670.00 STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -18 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 55-0345840 |( 6 ) 55-0481221 |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0565 212005-000 191.000 CY | 130.00000 24830.00| 139.00000 26549.00| 115.00000 21965.00 SELECT MATERIAL FOR BACKFILLING | | | 0570 218004-001 1098.000 SY | 60.00000 65880.00| 64.40000 70711.20| 50.00000 54900.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0575 601002-001 674.000 CY | 550.00000 370700.00| 604.00000 407096.00| 525.00000 353850.00 CLASS B CONCRETE | | | 0576 601002-001 259.000 CY | 550.00000 142450.00| 542.00000 140378.00| 525.00000 135975.00 CLASS B CONCRETE ,MASS CONCRETE | | | 0580 601003-001 174.000 CY | 900.00000 156600.00| 892.00000 155208.00| 650.00000 113100.00 CLASS K CONCRETE | | | 0585 601009-001 1821.000 CY | 650.00000 1183650.00| 677.50000 1233727.50| 569.22000 1036549.62 CLASS H CONCRETE | | | 0590 601019-001 34524.000 SF | 1.90000 65595.60| 1.85000 63869.40| 0.90000 31071.60 CONCRETE PROTECTIVE COATING | | | 0595 601025-001 286.000 CY | 890.00000 254540.00| 949.00000 271414.00| 685.00000 195910.00 MODIFIED CONCRETE, CLASS B, 4000PSI, | | | MASS CONCRETE | | | 0600 602001-001 204785.000 LB | 1.10000 225263.50| 1.15000 235502.75| 1.10000 225263.50 REINFORCING STEEL BAR | | | 0605 602002-001 426824.000 LB | 1.20000 512188.80| 1.22000 520725.28| 1.15000 490847.60 EPOXY COATED REINFORCING STEEL BAR | | | 0610 608001-006 192.000 LF | 110.00000 21120.00| 130.00000 24960.00| 50.00000 9600.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0615 615001-001 2932600.000 LS | 4490000.00000 4490000.00| 4178000.00000 4178000.00| 4447195.30000 4447195.30 STEEL SUPERSTRUCTURE | | | 0620 615029-001 24.000 EA | 2400.00000 57600.00| 3390.00000 81360.00| 2500.00000 60000.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0625 615030-001 8.000 EA | 2400.00000 19200.00| 3420.00000 27360.00| 3500.00000 28000.00 FIXED BEARING, ELASTOMERIC | | | 0630 616004-006 2160.000 LF | 45.00000 97200.00| 43.00000 92880.00| 46.00000 99360.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0635 616005-006 1347.000 LF | 110.00000 148170.00| 102.00000 137394.00| 110.00000 148170.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0640 625001-034 76.000 LF | 2000.00000 152000.00| 2840.00000 215840.00| 2600.00000 197600.00 102 INCH DIAMETER DRILLED CAISSONS | | | 0645 625003-032 108.000 LF | 2900.00000 313200.00| 2880.00000 311040.00| 2600.00000 280800.00 96 INCH ROCK SOCKET FOUNDATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -19 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 55-0345840 |( 6 ) 55-0481221 |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 625005-001 216.000 LF | 55.00000 11880.00| 85.00000 18360.00| 42.00000 9072.00 PREINSTALLATION CORE HOLE | | | 0655 639001-001 LUMP | 49000.00000 49000.00| 56500.00000 56500.00| 45000.00000 45000.00 CONSTRUCTION LAYOUT STAKE | | | 0660 662002-001 LUMP | 16000.00000 16000.00| 18070.00000 18070.00| 14800.00000 14800.00 GALVANIZED STEEL CONDUIT 02 | | | 0665 662006-001 8.000 EA | 580.00000 4640.00| 620.00000 4960.00| 5500.00000 44000.00 JUNCTION BOX, TYPE A | | | SECTION TOTALS | $ 8,493,507.90| $ 8,315,942.13| $ 8,115,699.62 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,626,035.80| $ 13,179,862.68| $ 13,410,603.59 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -20 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( ) |( ) |BILCO 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 | 300000.00000 300000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 490000.00000 490000.00| | MOBILIZATION | | | 0015 207001-001 7757.000 CY | 6.30000 48869.10| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1850.000 CY | 67.00000 123950.00| | SUBGRADE | | | 0025 207034-000 16706.000 SY | 1.60000 26729.60| | FABRIC FOR SEPARATION | | | 0030 211001-000 169596.000 CY | 5.80000 983656.80| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 9973.000 CY | 7.90000 78786.70| | ROCK BORROW EXCAVATION | | | 0040 211008-000 13554.000 TN | 26.00000 352404.00| | ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0045 218009-001 448.000 SY | 63.00000 28224.00| | GROUT FOR ROCK GUTTER | | | 0050 307001-000 1154.000 CY | 74.00000 85396.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 196.000 CY | 99.00000 19404.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0060 311006-001 667.000 CY | 120.00000 80040.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 100.000 GA | 4.20000 420.00| | BITUMINOUS MATERIAL | | | 0070 502001-012 730.000 SY | 10.00000 7300.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0075 601002-001 18.000 CY | 1580.00000 28440.00| | CLASS B CONCRETE | | | 0080 605004-001 1.000 EA | 1580.00000 1580.00| | TYPE B INLET | | | 0085 605009-001 1.000 EA | 1890.00000 1890.00| | TYPE G INLET | | | 0090 606029-001 919.000 LF | 25.00000 22975.00| | FREE DRAINING BASE TRENCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -21 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 606030-001 148.000 LF | 87.00000 12876.00| | OUTLET PIPE, 6 INCH | | | 0100 607001-001 992.000 LF | 15.00000 14880.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0105 607001-001 1312.500 LF | 12.00000 15750.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0110 607001-001 237.500 LF | 11.00000 2612.50| | TYPE 1 GUARDRAIL, CLASS III | | | 0115 607006-001 4.000 EA | 1280.00000 5120.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0120 608002-001 1561.000 LF | 10.00000 15610.00| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0125 609001-001 33.000 SY | 69.00000 2277.00| | CONCRETE SIDEWALK | | | 0130 610001-003 788.000 LF | 38.00000 29944.00| | PLAIN CONCRETE CURBING, TYPE III | | | 0135 633001-001 84.000 SY | 125.00000 10500.00| | CONCRETE GUTTER | | | 0140 633003-001 1240.000 CY | 74.00000 91760.00| | DUMPED ROCK GUTTER | | | 0145 636008-001 500.000 LF | 1.10000 550.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0150 636011-001 8460.000 UN | 1.10000 9306.00| | TRAFFIC CONTROL DEVICE | | | 0155 636012-010 2.000 EA | 525.00000 1050.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0160 636013-001 350.000 EA | 5.30000 1855.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0165 636014-001 1000.000 HR | 60.00000 60000.00| | FLAGGER | | | 0170 636017-001 144.000 LF | 40.00000 5760.00| | TEMPORARY CONCRETE BARRIER | | | 0175 636024-001 60.000 LF | 26.00000 1560.00| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0180 636025-001 1600.000 DA | 1.30000 2080.00| | WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -22 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 637001-001 2688.000 MG | 53.00000 142464.00| | WATER FOR DUST PALLIATIVE | | | 0190 638002-001 48.000 EA | 31.00000 1488.00| | RIGHT OF WAY MARKER | | | 0195 638003-001 24.000 EA | 135.00000 3240.00| | SURVEY MARKER | | | 0200 639001-001 LUMP | 85100.00000 85100.00| | CONSTRUCTION LAYOUT STAKE | | | 0205 640002-001 33.000 MO | 1450.00000 47850.00| | LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0210 640003-001 LUMP | 1220.00000 1220.00| | BUILDING EQUIPMENT | | | 0215 642001-001 5773.000 LF | 1.10000 6350.30| | TEMPORARY BERM | | | 0220 642002-001 326.000 LF | 14.00000 4564.00| | SLOPE DRAIN | | | 0225 642004-001 401.000 LB | 2.70000 1082.70| | SEED MIXTURE, TEMPORARY | | | 0230 642005-001 13.000 TN | 440.00000 5720.00| | MULCH, STRAW OR HAY | | | 0235 642006-001 3.000 TN | 525.00000 1575.00| | FERTILIZER | | | 0240 642008-001 100.000 LF | 37.00000 3700.00| | TEMPORARY PIPE | | | 0245 642008-001 2828.000 LF | 100.00000 282800.00| | TEMPORARY PIPE ,CAUSEWAY | | | 0250 642009-001 7000.000 LF | 1.10000 7700.00| | CONTOUR DITCH | | | 0255 642010-001 10.000 TN | 145.00000 1450.00| | AGRICULTURAL LIMESTONE | | | 0260 642011-001 577.000 EA | 14.00000 8078.00| | HAY OR STRAW BALE | | | 0265 642012-001 4618.000 LF | 3.20000 14777.60| | SILT FENCE | | | 0270 642031-001 19.000 EA | 115.00000 2185.00| | DITCH CHECK | | | 0275 652001-001 8.100 TN | 145.00000 1174.50| | AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -23 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 652002-001 2.700 TN | 525.00000 1417.50| | FERTILIZER, 10-20-10 | | | 0285 652002-002 1.000 TN | 820.00000 820.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0290 652003-001 8.300 LB | 34.00000 282.20| | SEED MIXTURES, B, C-1, OR C-2 | | | 0295 652003-002 105.000 LB | 11.00000 1155.00| | SEED MIXTURE, D | | | 0300 652004-001 10.700 TN | 420.00000 4494.00| | STRAW OR HAY MULCH | | | 0305 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | 0310 401001-011 AA1 720.000 TN | 92.00000 66240.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0315 401001-012 AA2 655.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0320 401001-011 BB1 3657.000 TN | 90.00000 329130.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0325 401001-012 BB2 3326.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0330 402001-011 CC1 842.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0335 402001-012 CC2 766.000 TN | 100.00000 76600.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0340 410001-002 DD1 520.000 LF | | | SAWED RUMBLE STRIP | | | 0345 410001-003 DD2 520.000 LF | 11.00000 5720.00| | MILLED RUMBLE STRIP | | | 0350 604076-016 EE1 137.000 LF | 74.00000 10138.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -24 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 604002-016 EE2 137.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0360 604037-016 EE3 137.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0365 604076-020 FF1 167.000 LF | 78.00000 13026.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0370 604002-020 FF2 167.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0375 604037-020 FF3 167.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0380 604076-024 GG1 305.000 LF | 105.00000 32025.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0385 604002-024 GG2 305.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0390 604037-024 GG3 305.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0395 604076-032 HH1 52.000 LF | 490.00000 25480.00| | 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 0400 604002-032 HH2 52.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 0405 604037-032 HH3 52.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0410 636002-001 JJ1 700.000 TN | 38.00000 26600.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0415 636002-002 JJ2 637.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 4,180,002.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -25 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0420 657006-001 33.000 LF | 38.00000 1254.00| | S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0425 657008-001 71.000 LF | 7.10000 504.10| | 2.00 LB CHANNEL POST | | | 0430 657010-001 301.000 LF | 29.00000 8729.00| | 3.00 LB CHANNEL POST | | | 0435 657012-001 64.000 LF | 11.00000 704.00| | 4.00 LB BACK TO BACK CHANNEL POST | | | 0440 657017-001 0.600 CY | 3680.00000 2208.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0445 661001-001 255.000 SF | 18.00000 4590.00| | 0.080 IN FLAT SHEET SIGN | | | 0450 661002-001 72.000 SF | 23.00000 1656.00| | EXTRUDED PANEL SIGN | | | 0455 661013-001 24.000 EA | 24.00000 576.00| | PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNT | | | 0460 661013-001 8.000 EA | 74.00000 592.00| | PLASTIC DELINEATOR POST, YELLOW, | | | SURFACE MOUNT | | | 0465 661020-001 12.000 EA | 23.00000 276.00| | DELINEATOR, TYPE B-1 ,WHITE (8"X12") | | | 0470 663001-004 2470.000 LF | 0.25000 617.50| | EDGE LINE, TYPE II - 4 IN WHITE | | | 0475 663001-028 2675.000 LF | 0.45000 1203.75| | EDGE LINE, TYPE IX - 6 IN WHITE | | | 0480 663001-028 2100.000 LF | 0.45000 945.00| | EDGE LINE, TYPE IX - 6 IN YELLOW | | | 0485 663002-028 795.000 LF | 0.45000 357.75| | LANE LINE, TYPE IX - 6 IN | | | 0490 663002-038 2420.000 LF | 0.25000 605.00| | CENTERLINE, TYPE II - 4 IN | | | 0495 663004-011 730.000 LF | 7.90000 5767.00| | CHANNELIZING LINE, TYPE V - 8 IN | | | 0500 663005-011 70.000 LF | 16.00000 1120.00| | STOP LINE, TYPE V - 24 IN | | | 0505 663010-010 9.000 EA | 185.00000 1665.00| | ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -26 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0510 663012-208 74.000 EA | 53.00000 3922.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 37,292.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0515 639001-001 LUMP | 2630.00000 2630.00| | CONSTRUCTION LAYOUT STAKE | | | 0520 670004-222 310.000 LF | 74.00000 22940.00| | 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 51, RESTRAINED JOINT | | | 0525 670007-022 944.000 LF | 58.00000 54752.00| | 8 INCH PLASTIC PIPE, CLASS C900 DR 14 | | | 0530 670007-022 40.000 LF | 105.00000 4200.00| | 8 INCH PLASTIC PIPE, CLASS C900 DR 14 | | | RESTRAINED JOINT | | | 0535 670009-220 2.000 EA | 2100.00000 4200.00| | 8 INCH GATE VALVE AND VALVE BOX | | | 0540 670010-300 260.000 LF | 160.00000 41600.00| | 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875 IN. | | | 0545 670014-001 1.000 EA | 3680.00000 3680.00| | RELOCATE FIRE HYDRANT | | | 0550 670020-001 1.000 EA | 2630.00000 2630.00| | SPECIAL STRUCTURE, AIR RELEASE VALVE | | | ASSEMBLY | | | SECTION TOTALS | $ 136,632.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0555 640004-001 LUMP | 4390.00000 4390.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,390.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE #10369 | | | 0560 212001-000 1118.000 CY | 12.00000 13416.00| | STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -27 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0565 212005-000 191.000 CY | 150.00000 28650.00| | SELECT MATERIAL FOR BACKFILLING | | | 0570 218004-001 1098.000 SY | 67.00000 73566.00| | 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0575 601002-001 674.000 CY | 750.00000 505500.00| | CLASS B CONCRETE | | | 0576 601002-001 259.000 CY | 410.00000 106190.00| | CLASS B CONCRETE ,MASS CONCRETE | | | 0580 601003-001 174.000 CY | 785.00000 136590.00| | CLASS K CONCRETE | | | 0585 601009-001 1821.000 CY | 740.00000 1347540.00| | CLASS H CONCRETE | | | 0590 601019-001 34524.000 SF | 1.10000 37976.40| | CONCRETE PROTECTIVE COATING | | | 0595 601025-001 286.000 CY | 865.00000 247390.00| | MODIFIED CONCRETE, CLASS B, 4000PSI, | | | MASS CONCRETE | | | 0600 602001-001 204785.000 LB | 1.10000 225263.50| | REINFORCING STEEL BAR | | | 0605 602002-001 426824.000 LB | 1.40000 597553.60| | EPOXY COATED REINFORCING STEEL BAR | | | 0610 608001-006 192.000 LF | 98.00000 18816.00| | 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0615 615001-001 2932600.000 LS | 5400000.00000 5400000.00| | STEEL SUPERSTRUCTURE | | | 0620 615029-001 24.000 EA | 2670.00000 64080.00| | NON-GUIDED BEARING, ELASTOMERIC | | | 0625 615030-001 8.000 EA | 3840.00000 30720.00| | FIXED BEARING, ELASTOMERIC | | | 0630 616004-006 2160.000 LF | 52.00000 112320.00| | HP12X53 STEEL BEARING PILE, DRIVEN | | | 0635 616005-006 1347.000 LF | 55.00000 74085.00| | HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0640 625001-034 76.000 LF | 3106.00000 236056.00| | 102 INCH DIAMETER DRILLED CAISSONS | | | 0645 625003-032 108.000 LF | 3106.00000 335448.00| | 96 INCH ROCK SOCKET FOUNDATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 006 -28 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0116941 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 625005-001 216.000 LF | 57.00000 12312.00| | PREINSTALLATION CORE HOLE | | | 0655 639001-001 LUMP | 100000.90000 100000.90| | CONSTRUCTION LAYOUT STAKE | | | 0660 662002-001 LUMP | 13800.00000 13800.00| | GALVANIZED STEEL CONDUIT 02 | | | 0665 662006-001 8.000 EA | 1010.00000 8080.00| | JUNCTION BOX, TYPE A | | | SECTION TOTALS | $ 9,725,353.40| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,083,670.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0935652 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : CRYSTAL BLOCK ROAD PROJECT(S) : S323-0044/04-000.00 00 LOCATION: WV 44 TO 1.50 MI. E. WV 44 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 132,233.00 100.0000% 2 55-0480566 BLACKTOP INDUSTRIES AND EQUIPMENT COMPANY $ 160,709.00 121.5347% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0935652 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0480566 |( ) |WEST VIRGINIA PAVING, INC. |BLACKTOP INDUSTRIES AND EQUI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 458.000 GA | 2.00000 916.00| 3.00000 1374.00| BITUMINOUS MATERIAL | | | 0010 636008-001 15840.000 LF | 0.20000 3168.00| 0.50000 7920.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0015 636011-001 1600.000 UN | 0.01000 16.00| 2.00000 3200.00| TRAFFIC CONTROL DEVICE | | | 0020 636014-001 29.000 HR | 55.00000 1595.00| 55.00000 1595.00| FLAGGER | | | 0025 663002-005 15840.000 LF | 0.20000 3168.00| 0.50000 7920.00| LANE LINE, TYPE II - 4 IN YELLOW | | | 0030 401002-001 AA1 1335.000 TN | 84.50000 112807.50| 95.00000 126825.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0035 401002-002 AA2 1268.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0040 401002-006 AA3 1335.000 TN | | | MARSHALL WARM-MIX ASPHALT WEARING | | | COURSE, STONE OR GRAVEL, TYPE 1 | | | 0045 401002-007 AA4 1268.000 TN | | | MARSHALL WARM-MIX ASPHALT WEARING | | | COURSE, SLAG, TYPE 1 | | | 0050 401003-001 BB1 125.000 TN | 84.50000 10562.50| 95.00000 11875.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0055 401003-002 BB2 119.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 132,233.00| $ 160,709.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 132,233.00| $ 160,709.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0534917 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : GARRETT FORK BRIDGE PROJECT(S) : S323-0007/00-001.43 00 00BR 0007 222 D00 LOCATION: GARRETT FORK, 1.43 MI. E. US 119 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 450,875.00 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 479,197.60 106.2817% 3 55-0674033 SMH CONSTRUCTION COMPANY, INC. $ 500,548.01 111.0170% 4 55-0484695 PAULS CONCRETE, INC. $ 510,792.75 113.2892% 5 55-0756636 JIM CONSTRUCTION, INC. $ 535,206.95 118.7041% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0534917 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 55-0674033 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |SMH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 12500.00000 12500.00| 49000.00000 49000.00| 3455.60000 3455.60 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP | 52000.20000 52000.20| 20000.00000 20000.00| 7765.10000 7765.10 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP | 22450.00000 22450.00| 22500.00000 22500.00| 31625.90000 31625.90 MOBILIZATION | | | 0020 207001-001 34.000 CY | 20.00000 680.00| 40.00000 1360.00| 7.62000 259.08 UNCLASSIFIED EXCAVATION | | | 0025 207034-000 400.000 SY | 1.60000 640.00| 0.50000 200.00| 1.20000 480.00 FABRIC FOR SEPARATION | | | 0030 212001-000 161.000 CY | 10.00000 1610.00| 30.00000 4830.00| 21.45000 3453.45 STRUCTURE EXCAVATION | | | 0035 212005-000 40.000 CY | 125.00000 5000.00| 75.00000 3000.00| 116.30000 4652.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 100.000 CY | 60.00000 6000.00| 50.00000 5000.00| 49.70000 4970.00 FOUNDATION PROTECTION | | | 0045 307001-000 20.000 CY | 60.00000 1200.00| 200.00000 4000.00| 82.85000 1657.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 35.000 CY | 70.00000 2450.00| 120.00000 4200.00| 95.65000 3347.75 AGGREGATE BASE COURSE, CLASS 10 | | | 0055 408002-001 32.000 GA | 5.50000 176.00| 5.00000 160.00| 5.70000 182.40 BITUMINOUS MATERIAL | | | 0060 601002-001 90.000 CY | 600.00000 54000.00| 500.00000 45000.00| 387.65000 34888.50 CLASS B CONCRETE | | | 0065 602002-001 8726.000 LB | 1.50000 13089.00| 1.75000 15270.50| 1.46000 12739.96 EPOXY COATED REINFORCING STEEL BAR | | | 0070 603016-011 415.000 LF | 220.00000 91300.00| 250.00000 103750.00| 242.78000 100753.70 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0075 604001-016 95.000 LF | 67.00000 6365.00| 100.00000 9500.00| 72.00000 6840.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0080 604001-020 32.000 LF | 81.00000 2592.00| 150.00000 4800.00| 70.30000 2249.60 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0085 607001-001 162.500 LF | 42.00000 6825.00| 45.00000 7312.50| 36.36000 5908.50 TYPE 1 GUARDRAIL, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0534917 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 55-0674033 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |SMH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 616005-008 287.000 LF | 50.00000 14350.00| 165.00000 47355.00| 154.55000 44355.85 HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0095 636005-001 1.000 LS | 50000.00000 50000.00| 55000.00000 55000.00| 53130.65000 53130.65 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0100 636007-001 480.000 LF | 0.85000 408.00| 0.50000 240.00| 0.57000 273.60 ERADICATION OF PAVEMENT MARKING | | | 0105 636009-001 120.000 LF | 1.40000 168.00| 1.50000 180.00| 1.72000 206.40 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0110 636011-001 6960.000 UN | 0.85000 5916.00| 0.01000 69.60| 1.14000 7934.40 TRAFFIC CONTROL DEVICE | | | 0115 636014-001 600.000 HR | 0.01000 6.00| 0.01000 6.00| 58.90000 35340.00 FLAGGER | | | 0120 636019-001 200.000 LF | 8.30000 1660.00| 8.00000 1600.00| 6.58000 1316.00 TEMPORARY GUARDRAIL BARRIER | | | 0125 638002-001 10.000 EA | 28.00000 280.00| 60.00000 600.00| 57.75000 577.50 RIGHT OF WAY MARKER | | | 0130 639001-001 LUMP | 25000.00000 25000.00| 5000.00000 5000.00| 4741.00000 4741.00 CONSTRUCTION LAYOUT STAKE | | | 0135 640001-001 9.000 MO | 1520.00000 13680.00| 750.00000 6750.00| 1179.25000 10613.25 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640003-001 LUMP | 875.00000 875.00| 500.00000 500.00| 2772.00000 2772.00 BUILDING EQUIPMENT | | | 0145 640004-001 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 1260.00000 1260.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0150 642004-003 15.000 LB | 9.60000 144.00| 75.00000 1125.00| 0.01000 0.15 SEED MIXTURE, D | | | 0155 642005-001 0.500 TN | 710.00000 355.00| 1700.00000 850.00| 0.01000 0.01 MULCH, STRAW OR HAY | | | 0160 642006-001 0.100 TN | 1400.00000 140.00| 8500.00000 850.00| 0.01000 0.00 FERTILIZER | | | 0165 642010-001 0.100 TN | 310.00000 31.00| 75.00000 7.50| 0.01000 0.00 AGRICULTURAL LIMESTONE | | | 0170 642012-001 100.000 LF | 2.00000 200.00| 3.00000 300.00| 2.98000 298.00 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0534917 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 55-0674033 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |SMH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 642031-001 5.000 EA | 50.00000 250.00| 125.00000 625.00| 1.00000 5.00 DITCH CHECK | | | 0180 652001-001 0.300 TN | 310.00000 93.00| 75.00000 22.50| 0.01000 0.00 AGRICULTURAL LIMESTONE | | | 0185 652002-001 0.300 TN | 1400.00000 420.00| 2300.00000 690.00| 0.01000 0.00 FERTILIZER, 10-20-10 | | | 0190 652002-002 0.100 TN | 1610.00000 161.00| 7000.00000 700.00| 0.01000 0.00 FERTILIZER, UREA FORMALDEHYDE | | | 0195 652003-001 48.000 LB | 9.60000 460.80| 18.00000 864.00| 0.01000 0.48 SEED MIXTURES, B, C-1, OR C-2 | | | 0200 652004-001 1.000 TN | 710.00000 710.00| 800.00000 800.00| 1314.28000 1314.28 STRAW OR HAY MULCH | | | 0205 663001-004 750.000 LF | 0.30000 225.00| 0.45000 337.50| 0.46000 345.00 EDGE LINE, TYPE II - 4 IN YELLOW | | | 0210 663002-005 750.000 LF | 0.30000 225.00| 0.45000 337.50| 0.46000 345.00 LANE LINE, TYPE II - 4 IN | | | 0215 670004-261 100.000 LF | 100.00000 10000.00| 75.00000 7500.00| 251.55000 25155.00 12 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 350 | | | 0220 670007-026 200.000 LF | 58.00000 11600.00| 55.00000 11000.00| 251.55000 50310.00 12 INCH PLASTIC PIPE, CLASS 350 | | | 0225 670016-001 1.000 EA | 770.00000 770.00| 500.00000 500.00| 1715.25000 1715.25 RELOCATE METER | | | 0230 401001-001 AA1 105.000 TN | 110.00000 11550.00| 115.00000 12075.00| 114.35000 12006.75 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0235 401001-002 AA2 100.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0240 401001-001 BB1 70.000 TN | 140.00000 9800.00| 145.00000 10150.00| 142.95000 10006.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0245 401001-002 BB2 67.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0250 401002-001 CC1 76.000 TN | 145.00000 11020.00| 155.00000 11780.00| 148.65000 11297.40 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0534917 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 55-0674033 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |SMH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 401002-002 CC2 72.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 450,875.00| $ 479,197.60| $ 500,548.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 450,875.00| $ 479,197.60| $ 500,548.01 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0534917 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0756636 |( ) |PAULS CONCRETE, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 25000.00000 25000.00| 14500.00000 14500.00| CLEARING AND GRUBBING | | | 0010 203001-000 LUMP | 25000.00000 25000.00| 9250.00000 9250.00| DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP | 25000.00000 25000.00| 13800.00000 13800.00| MOBILIZATION | | | 0020 207001-001 34.000 CY | 20.00000 680.00| 21.00000 714.00| UNCLASSIFIED EXCAVATION | | | 0025 207034-000 400.000 SY | 2.00000 800.00| 1.65000 660.00| FABRIC FOR SEPARATION | | | 0030 212001-000 161.000 CY | 55.00000 8855.00| 44.00000 7084.00| STRUCTURE EXCAVATION | | | 0035 212005-000 40.000 CY | 100.00000 4000.00| 115.00000 4600.00| SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 100.000 CY | 100.00000 10000.00| 90.00000 9000.00| FOUNDATION PROTECTION | | | 0045 307001-000 20.000 CY | 100.00000 2000.00| 123.00000 2460.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 35.000 CY | 100.00000 3500.00| 103.50000 3622.50| AGGREGATE BASE COURSE, CLASS 10 | | | 0055 408002-001 32.000 GA | 5.00000 160.00| 6.00000 192.00| BITUMINOUS MATERIAL | | | 0060 601002-001 90.000 CY | 500.00000 45000.00| 685.00000 61650.00| CLASS B CONCRETE | | | 0065 602002-001 8726.000 LB | 1.50000 13089.00| 1.85000 16143.10| EPOXY COATED REINFORCING STEEL BAR | | | 0070 603016-011 415.000 LF | 275.00000 114125.00| 247.00000 102505.00| 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0075 604001-016 95.000 LF | 125.00000 11875.00| 99.50000 9452.50| 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0080 604001-020 32.000 LF | 125.00000 4000.00| 112.50000 3600.00| 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0085 607001-001 162.500 LF | 38.30000 6223.75| 44.00000 7150.00| TYPE 1 GUARDRAIL, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0534917 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0756636 |( ) |PAULS CONCRETE, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 616005-008 287.000 LF | 130.00000 37310.00| 289.00000 82943.00| HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0095 636005-001 1.000 LS | 65000.00000 65000.00| 23000.00000 23000.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0100 636007-001 480.000 LF | 1.50000 720.00| 0.85000 408.00| ERADICATION OF PAVEMENT MARKING | | | 0105 636009-001 120.000 LF | 1.20000 144.00| 1.50000 180.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0110 636011-001 6960.000 UN | 1.00000 6960.00| 0.90000 6264.00| TRAFFIC CONTROL DEVICE | | | 0115 636014-001 600.000 HR | 50.00000 30000.00| 61.25000 36750.00| FLAGGER | | | 0120 636019-001 200.000 LF | 7.50000 1500.00| 8.65000 1730.00| TEMPORARY GUARDRAIL BARRIER | | | 0125 638002-001 10.000 EA | 100.00000 1000.00| 125.00000 1250.00| RIGHT OF WAY MARKER | | | 0130 639001-001 LUMP | 3500.00000 3500.00| 11500.00000 11500.00| CONSTRUCTION LAYOUT STAKE | | | 0135 640001-001 9.000 MO | 1000.00000 9000.00| 1200.00000 10800.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640003-001 LUMP | 1500.00000 1500.00| 3000.00000 3000.00| BUILDING EQUIPMENT | | | 0145 640004-001 LUMP | 2500.00000 2500.00| 3000.00000 3000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 0150 642004-003 15.000 LB | 40.00000 600.00| 79.00000 1185.00| SEED MIXTURE, D | | | 0155 642005-001 0.500 TN | 1000.00000 500.00| 1850.00000 925.00| MULCH, STRAW OR HAY | | | 0160 642006-001 0.100 TN | 600.00000 60.00| 9250.00000 925.00| FERTILIZER | | | 0165 642010-001 0.100 TN | 180.00000 18.00| 98.50000 9.85| AGRICULTURAL LIMESTONE | | | 0170 642012-001 100.000 LF | 3.00000 300.00| 5.00000 500.00| SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0534917 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0756636 |( ) |PAULS CONCRETE, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 642031-001 5.000 EA | 100.00000 500.00| 145.00000 725.00| DITCH CHECK | | | 0180 652001-001 0.300 TN | 180.00000 54.00| 70.00000 21.00| AGRICULTURAL LIMESTONE | | | 0185 652002-001 0.300 TN | 600.00000 180.00| 2550.00000 765.00| FERTILIZER, 10-20-10 | | | 0190 652002-002 0.100 TN | 1000.00000 100.00| 7500.00000 750.00| FERTILIZER, UREA FORMALDEHYDE | | | 0195 652003-001 48.000 LB | 13.00000 624.00| 18.75000 900.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0200 652004-001 1.000 TN | 800.00000 800.00| 865.00000 865.00| STRAW OR HAY MULCH | | | 0205 663001-004 750.000 LF | 1.00000 750.00| 0.29000 217.50| EDGE LINE, TYPE II - 4 IN YELLOW | | | 0210 663002-005 750.000 LF | 1.00000 750.00| 0.29000 217.50| LANE LINE, TYPE II - 4 IN | | | 0215 670004-261 100.000 LF | 100.00000 10000.00| 154.00000 15400.00| 12 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 350 | | | 0220 670007-026 200.000 LF | 55.00000 11000.00| 158.00000 31600.00| 12 INCH PLASTIC PIPE, CLASS 350 | | | 0225 670016-001 1.000 EA | 750.00000 750.00| 950.00000 950.00| RELOCATE METER | | | 0230 401001-001 AA1 105.000 TN | 95.00000 9975.00| 110.00000 11550.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0235 401001-002 AA2 100.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0240 401001-001 BB1 70.000 TN | 95.00000 6650.00| 137.50000 9625.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0245 401001-002 BB2 67.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0250 401002-001 CC1 76.000 TN | 115.00000 8740.00| 143.00000 10868.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0534917 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0756636 |( ) |PAULS CONCRETE, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 401002-002 CC2 72.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 510,792.75| $ 535,206.95| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 510,792.75| $ 535,206.95| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 1002934 COUNTIES : MERCER LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : WV 112 - RAILROAD OVERPASS PROJECT(S) : S328-0077/00-005.01 00 00IM 0771 062 D00 LOCATION: 0.06 MILE N. JCT. WV 112 - 1.94 MILES N. JCT. WV 112 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,705,985.08 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1002934 COUNTIES : MERCER LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0756636 |( ) |WEST VIRGINIA PAVING, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING AND GUARDRAIL | | | 0005 204001-000 LUMP | 38750.00000 38750.00| | MOBILIZATION | | | 0010 229001-000 2.000 MI | 7500.00000 15000.00| | SHOULDER AND DITCH | | | 0015 408002-001 3500.000 GA | 2.00000 7000.00| | BITUMINOUS MATERIAL | | | 0020 410001-003 55890.000 LF | 0.25000 13972.50| | MILLED RUMBLE STRIP | | | 0025 415005-001 113000.000 SY | 1.85000 209050.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0030 607009-001 3587.500 LF | 4.20000 15067.50| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0035 607010-020 525.000 LF | 1.20000 630.00| | GUARDRAIL REMOVAL | | | 0040 607030-001 3.000 EA | 570.00000 1710.00| | SPECIAL TRAILING END TERMINAL | | | 0045 607035-001 35.000 EA | 74.00000 2590.00| | GUARDRAIL ELEMENT | | | 0050 607040-002 600.000 EA | 5.20000 3120.00| | 8 IN BLOCKOUT BLACK NON WOOD MATERIAL | | | 0055 607066-001 2.000 EA | 2000.00000 4000.00| | TANGENT END TERMINAL | | | 0060 636008-002 116044.000 LF | 0.32000 37134.08| | TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | 0065 636011-001 9530.000 UN | 2.50000 23825.00| | TRAFFIC CONTROL DEVICE | | | 0070 636014-001 180.000 HR | 60.00000 10800.00| | FLAGGER | | | 0075 636014-002 240.000 HR | 50.00000 12000.00| | TRAFFIC DIRECTOR | | | 0080 636021-001 29.000 DA | 20.00000 580.00| | ELECTRIC ARROW | | | 0085 636025-001 232.000 DA | 1.25000 290.00| | WARNING LIGHTS, TYPE B | | | 0090 642004-001 100.000 LB | 6.00000 600.00| | SEED MIXTURE, TEMPORARY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1002934 COUNTIES : MERCER LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0756636 |( ) |WEST VIRGINIA PAVING, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642005-001 0.500 TN | 2500.00000 1250.00| | MULCH, STRAW OR HAY | | | 0100 642006-001 1.000 TN | 600.00000 600.00| | FERTILIZER | | | 0105 642031-001 10.000 EA | 50.00000 500.00| | DITCH CHECK | | | 0110 661013-001 100.000 EA | 42.00000 4200.00| | PLASTIC DELINEATOR POST, WHITE SOIL | | | MOUNT | | | 0115 661013-001 75.000 EA | 42.00000 3150.00| | PLASTIC DELINEATOR POST, YELLOW SOIL | | | MOUNT | | | 0120 661013-001 125.000 EA | 42.00000 5250.00| | PLASTIC DELINEATOR POST, WHITE | | | GUARDRAIL MOUNT | | | 0125 663001-028 27945.000 LF | 0.40000 11178.00| | EDGE LINE, TYPE IX - 6 IN WHITE | | | 0130 663001-028 27945.000 LF | 0.40000 11178.00| | EDGE LINE, TYPE IX - 6 IN YELLOW | | | 0135 663002-028 2500.000 LF | 0.40000 1000.00| | LANE LINE, TYPE IX - 6 IN WHITE | | | 0140 663004-011 200.000 LF | 6.00000 1200.00| | CHANNELIZING LINE, TYPE V - 8 IN | | | 0145 663005-011 50.000 LF | 17.00000 850.00| | STOP LINE, TYPE V - 24 IN | | | 0147 663007-010 620.000 LF | 11.00000 6820.00| | STRIPE, TYPE V - 12 IN WHITE | | | 0150 663010-010 7.000 EA | 195.00000 1365.00| | ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0155 663012-208 300.000 EA | 28.00000 8400.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | BI-DIRECTIONAL, WHITE/RED | | | 0160 401007-011 AA1 4650.000 TN | 84.50000 392925.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0165 401007-011 AA2 4185.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1002934 COUNTIES : MERCER LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0756636 |( ) |WEST VIRGINIA PAVING, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 402001-011 BB1 10000.000 TN | 86.00000 860000.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | 0175 402001-011 BB2 9000.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | SECTION TOTALS | $ 1,705,985.08| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,705,985.08| $ 535,206.95| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 1020004 COUNTIES : SUMMERS LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : BLUESTONE WILDLIFE MANAGEMENT AREA PROJECT(S) : S345-0BWM/A0-011.00 00 LOCATION: BEG: 36 L.F. S OF CR 14/2 - END: 1.77 MI S OF CR 14/ ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 349,771.50 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 1020004 COUNTIES : SUMMERS LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0756636 |( ) |WEST VIRGINIA PAVING, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PARK & FOREST RESURFACING PROJECT | | | 0005 207001-001 750.000 CY | 2.30000 1725.00| | UNCLASSIFIED EXCAVATION | | | 0010 408002-001 520.000 GA | 2.00000 1040.00| | BITUMINOUS MATERIAL | | | 0015 636011-001 2590.000 UN | 0.75000 1942.50| | TRAFFIC CONTROL DEVICE | | | 0020 636014-001 168.000 HR | 55.00000 9240.00| | FLAGGER | | | 0025 642012-001 443.000 LF | 4.00000 1772.00| | SILT FENCE | | | 0030 642031-001 187.000 EA | 55.00000 10285.00| | DITCH CHECK | | | 0035 307005-001 AA1 294.000 TN | 33.00000 9702.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0040 307005-002 AA2 268.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0045 401001-001 BB1 1485.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0050 401001-002 BB2 1351.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0055 401001-006 BB3 1485.000 TN | 87.00000 129195.00| | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0060 401001-007 BB4 1351.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0065 401002-001 CC1 1430.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0070 401002-002 CC2 1301.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0075 401002-006 CC3 1430.000 TN | 90.00000 128700.00| | MARSHALL WARM-MIX ASPHALT WEARING | | | COURSE, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 1020004 COUNTIES : SUMMERS LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0756636 |( ) |WEST VIRGINIA PAVING, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 401002-007 CC4 1301.000 TN | | | MARSHALL WARM-MIX ASPHALT WEARING | | | COURSE, SLAG, TYPE 1 | | | 0085 401003-001 DD1 55.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0090 401003-002 DD2 50.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0095 401003-006 DD3 55.000 TN | 100.00000 5500.00| | MARSHALL WARM-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-007 DD4 50.000 TN | | | MARSHALL WARM-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0105 401007-001 EE1 563.000 TN | | | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0110 401007-002 EE2 512.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0115 401007-006 EE3 563.000 TN | 90.00000 50670.00| | MARSHALL WARM-MIX-ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0120 401007-007 EE4 512.000 TN | | | MARSHALL WARM-MIX-ASPHALT SCRATCH | | | COURSE, SLAG | | | SECTION TOTALS | $ 349,771.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 349,771.50| $ 535,206.95| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 1012751 COUNTIES : BOONE LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : VAN - LANTA RD PROJECT(S) : S303-0085/00-022.22 00 0STP 0085 069 D00 LOCATION: CO 26 - CO 79/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,220,816.30 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 1012751 COUNTIES : BOONE LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0756636 |( ) |WEST VIRGINIA PAVING, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 12050.00000 12050.00| | MOBILIZATION | | | 0010 207001-001 2731.000 CY | 4.00000 10924.00| | UNCLASSIFIED EXCAVATION | | | 0015 229001-000 2.720 MI | 7000.00000 19040.00| | SHOULDER AND DITCH | | | 0020 240001-000 195.000 LF | 42.00000 8190.00| | CLEAN CULVERT | | | 0025 240002-000 25.000 EA | 250.00000 6250.00| | CLEAN INLET | | | 0030 401001-001 AA1 3917.000 TN | 72.00000 282024.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I, SHLDRW | | | 0035 401001-002 AA2 3855.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I, SHLDRW | | | 0040 401001-001 BB1 733.000 TN | 175.00000 128275.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I, PVMTR | | | 0045 401001-002 BB2 722.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I, PVMTR | | | 0050 401003-001 CC1 424.000 TN | 79.00000 33496.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0055 401003-002 CC2 418.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0060 401007-011 DD1 948.000 TN | 85.00000 80580.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0065 401007-012 DD2 933.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0070 402001-011 EE1 4529.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 1012751 COUNTIES : BOONE LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0756636 |( ) |WEST VIRGINIA PAVING, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 402001-012 EE2 4457.000 TN | 87.50000 389987.50| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 12.5 | | | 0080 408002-001 1046.000 GA | 2.00000 2092.00| | BITUMINOUS MATERIAL | | | 0085 415005-001 34517.000 SY | 1.95000 67308.15| | REMOVE EXISTING PAVEMENT SURFACE | | | 0090 604050-012 75.000 LF | 115.00000 8625.00| | 15 INCH CORRUGATED POLYETHYLENE PIPE | | | 0095 604050-016 40.000 LF | 160.00000 6400.00| | 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0100 607001-001 2500.000 LF | 16.00000 40000.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0105 607001-001 600.000 LF | 19.00000 11400.00| | TYPE 1 GUARDRAIL, CLASS V | | | 0110 607009-001 1225.000 LF | 4.00000 4900.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0115 607010-020 2137.500 LF | 1.10000 2351.25| | GUARDRAIL REMOVAL | | | 0120 607065-001 7.000 EA | 1575.00000 11025.00| | FLARED END TERMINAL | | | 0125 607066-001 5.000 EA | 1800.00000 9000.00| | TANGENT END TERMINAL | | | 0130 622003-001 4.000 EA | 250.00000 1000.00| | CANTILEVER MAILBOX SUPPORT | | | 0135 636006-001 9.000 DA | 650.00000 5850.00| | PILOT TRUCK AND DRIVER | | | 0140 636008-001 114893.000 LF | 0.20000 22978.60| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0145 636011-001 10630.000 UN | 1.15000 12224.50| | TRAFFIC CONTROL DEVICE | | | 0150 636014-001 360.000 HR | 55.00000 19800.00| | FLAGGER | | | 0155 636025-001 1188.000 DA | 1.25000 1485.00| | WARNING LIGHTS, TYPE B | | | 0160 642031-001 26.000 EA | 80.00000 2080.00| | DITCH CHECK | | | 0165 652002-001 1.270 TN | 1535.00000 1949.45| | FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 1012751 COUNTIES : BOONE LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0756636 |( ) |WEST VIRGINIA PAVING, INC. |JIM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 652003-001 242.000 LB | 8.00000 1936.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0175 652004-002 1.910 TN | 1025.00000 1957.75| | WOOD CELLULOSE FIBER MULCH | | | 0180 663001-004 28724.000 LF | 0.20000 5744.80| | EDGE LINE, TYPE II - 4 IN W | | | 0185 663002-038 28724.000 LF | 0.20000 5744.80| | CENTERLINE, TYPE II - 4 IN Y | | | 0190 663005-011 36.000 LF | 17.50000 630.00| | STOP LINE, TYPE V - 24 IN | | | 0195 663006-010 225.000 LF | 9.50000 2137.50| | CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 0200 663015-005 2.000 EA | 690.00000 1380.00| | RAILROAD CROSSING MARKING, TYPE V | | | SECTION TOTALS | $ 1,220,816.30| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,220,816.30| $ 535,206.95| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 1019362 COUNTIES : FAYETTE LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : STONECLIFF - THAYER ROAD PROJECT(S) : E310-0025/00-011.51 00 00ER 0310 027 D00 LOCATION: BEG: 0.85 MI W OF CO 25/3 - END: 0.83 MI W OF CO 25/3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 82,899.00 100.0000% 2 61-1584805 MARKS DRILLING $ 104,848.12 126.4769% 3 20-3991479 BBR DRILLING COMPANY, INC. $ 131,445.00 158.5604% 4 31-4444098 ALAN STONE CO., INC. $ 218,320.00 263.3566% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 1019362 COUNTIES : FAYETTE LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 61-1584805 |( 3 ) 20-3991479 |BILCO CONSTRUCTION CO., INC. |MARKS DRILLING |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE (PILING W/ CONCRETE LAGGING) | | | 0005 204001-000 LUMP | 16000.00000 16000.00| 49000.00000 49000.00| 20000.00000 20000.00 MOBILIZATION | | | 0010 207001-001 80.000 CY | 8.00000 640.00| 20.00000 1600.00| 5.00000 400.00 UNCLASSIFIED EXCAVATION | | | 0015 614001-003 515.000 LF | 39.00000 20085.00| 70.00000 36050.00| 150.00000 77250.00 HP10X42 STEEL PILE | | | 0020 614003-001 525.000 SF | 14.00000 7350.00| 10.00000 5250.00| 15.00000 7875.00 CONCRETE LAGGING, THICKNESS 6" | | | 0025 636011-001 2660.000 UN | 0.80000 2128.00| 0.25000 665.00| 1.00000 2660.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 312.000 HR | 30.00000 9360.00| 0.01000 3.12| 40.00000 12480.00 FLAGGER | | | 0035 639001-001 LUMP | 23000.00000 23000.00| 500.00000 500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0040 642012-001 160.000 LF | 2.00000 320.00| 0.50000 80.00| 2.00000 320.00 SILT FENCE | | | 0045 307005-001 AA1 20.000 TN | 24.00000 480.00| 75.00000 1500.00| 40.00000 800.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 3 | | | 0050 307005-002 AA2 19.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 3 | | | 0055 307005-001 BB1 136.000 TN | 26.00000 3536.00| 75.00000 10200.00| 60.00000 8160.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0060 307005-002 BB2 124.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | SECTION TOTALS | $ 82,899.00| $ 104,848.12| $ 131,445.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 82,899.00| $ 104,848.12| $ 131,445.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 1019362 COUNTIES : FAYETTE LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4444098 |( ) |( ) |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE (PILING W/ CONCRETE LAGGING) | | | 0005 204001-000 LUMP | 62000.00000 62000.00| | MOBILIZATION | | | 0010 207001-001 80.000 CY | 35.00000 2800.00| | UNCLASSIFIED EXCAVATION | | | 0015 614001-003 515.000 LF | 200.00000 103000.00| | HP10X42 STEEL PILE | | | 0020 614003-001 525.000 SF | 32.00000 16800.00| | CONCRETE LAGGING, THICKNESS 6" | | | 0025 636011-001 2660.000 UN | 1.00000 2660.00| | TRAFFIC CONTROL DEVICE | | | 0030 636014-001 312.000 HR | 45.00000 14040.00| | FLAGGER | | | 0035 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | 0040 642012-001 160.000 LF | 2.00000 320.00| | SILT FENCE | | | 0045 307005-001 AA1 20.000 TN | 75.00000 1500.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 3 | | | 0050 307005-002 AA2 19.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 3 | | | 0055 307005-001 BB1 136.000 TN | 75.00000 10200.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0060 307005-002 BB2 124.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | SECTION TOTALS | $ 218,320.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 218,320.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 1004131 COUNTIES : HARRISON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : ANMOORE I/C TO BRIDGEPORT I/C PROJECT(S) : X317-0079/00-117.00 00 IMNH 0793 226 000 LOCATION: ANMOORE I/C - BRIDGEPORT I/C ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 6,043,222.00 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 6,443,098.49 106.6169% 3 55-0583614 KELLY PAVING, INC. $ 6,669,692.68 110.3665% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 1004131 COUNTIES : HARRISON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0328627 |( 3 ) 55-0583614 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP | 148000.00000 148000.00| 385158.40000 385158.40| 463500.00000 463500.00 MOBILIZATION | | | 0010 207001-001 10399.000 CY | 7.50000 77992.50| 8.65000 89951.35| 14.00000 145586.00 UNCLASSIFIED EXCAVATION | | | 0015 207002-000 7264.000 CY | 27.70000 201212.80| 30.80000 223731.20| 15.00000 108960.00 SUBGRADE | | | 0020 207034-000 50932.000 SY | 1.25000 63665.00| 1.74000 88621.68| 2.00000 101864.00 FABRIC FOR SEPARATION | | | 0025 211001-000 10886.000 CY | 8.40000 91442.40| 12.15000 132264.90| 1.00000 10886.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 218007-000 40853.000 SY | 1.50000 61279.50| 1.25000 51066.25| 2.00000 81706.00 FABRIC FOR EROSION CONTROL | | | 0035 229001-000 1.160 MI | 12110.00000 14047.60| 5567.15000 6457.89| 2000.00000 2320.00 SHOULDER AND DITCH | | | 0040 311006-001 4794.000 CY | 110.50000 529737.00| 98.45000 471969.30| 86.00000 412284.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 408002-001 1389.000 GA | 2.50000 3472.50| 4.00000 5556.00| 4.00000 5556.00 BITUMINOUS MATERIAL | | | 0050 410001-002 24520.000 LF | 0.35000 8582.00| 0.45000 11034.00| 0.35000 8582.00 SAWED RUMBLE STRIP | | | 0055 415005-001 46306.000 SY | 2.00000 92612.00| 2.70000 125026.20| 2.65000 122710.90 REMOVE EXISTING PAVEMENT SURFACE | | | 0060 506001-002 16.000 SY | 400.00000 6400.00| 1109.15000 17746.40| 300.00000 4800.00 SPECIAL CONCRETE PAVEMENT REPAIR | | | 0065 605008-001 2.000 EA | 7152.00000 14304.00| 7840.00000 15680.00| 4200.00000 8400.00 TYPE F INLET | | | 0070 605010-001 4.000 EA | 4950.00000 19800.00| 5040.00000 20160.00| 4700.00000 18800.00 TYPE H INLET | | | 0075 605011-001 6.000 EA | 8250.00000 49500.00| 8736.00000 52416.00| 5000.00000 30000.00 TYPE J INLET | | | 0080 605012-001 2.000 EA | 1650.00000 3300.00| 3360.00000 6720.00| 850.00000 1700.00 ADJUST INLET TYPE, G | | | 0085 606029-001 9399.000 LF | 9.75000 91640.25| 9.30000 87410.70| 11.00000 103389.00 FREE DRAINING BASE TRENCH | | | 0090 606030-001 3265.000 LF | 7.00000 22855.00| 11.55000 37710.75| 22.00000 71830.00 OUTLET PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 1004131 COUNTIES : HARRISON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0328627 |( 3 ) 55-0583614 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607001-001 712.500 LF | 14.95000 10651.88| 15.73000 11207.63| 15.50000 11043.75 TYPE 1 GUARDRAIL, CLASS I | | | 0100 607010-020 250.000 LF | 1.79000 447.50| 5.00000 1250.00| 1.90000 475.00 GUARDRAIL REMOVAL | | | 0105 607030-001 3.000 EA | 512.04000 1536.12| 506.00000 1518.00| 525.00000 1575.00 SPECIAL TRAILING END TERMINAL | | | 0110 607065-001 1.000 EA | 1755.00000 1755.00| 1738.00000 1738.00| 1850.00000 1850.00 FLARED END TERMINAL | | | 0115 607066-001 1.000 EA | 1918.62000 1918.62| 1837.00000 1837.00| 2000.00000 2000.00 TANGENT END TERMINAL | | | 0120 610006-007 2729.000 LF | 57.00000 155553.00| 52.50000 143272.50| 70.00000 191030.00 MEDIAN, TYPE VII | | | 0125 610006-100 3400.000 LF | 98.00000 333200.00| 107.10000 364140.00| 175.00000 595000.00 MODIFIED MEDIAN, TYPE VII | | | 0130 636007-001 26500.000 LF | 1.50000 39750.00| 0.83000 21995.00| 1.60000 42400.00 ERADICATION OF PAVEMENT MARKING | | | 0135 636008-011 165000.000 LF | 0.27000 44550.00| 0.28000 46200.00| 0.30000 49500.00 TEMPORARY PAVEMENT MARKING-PAINT 8 IN | | | 0140 636009-011 5000.000 LF | 2.90000 14500.00| 1.87000 9350.00| 3.00000 15000.00 TEMPORARY PAVEMENT MARKING-TAPE 8 IN . | | | 0145 636011-001 44460.000 UN | 0.75000 33345.00| 0.88000 39124.80| 0.80000 35568.00 TRAFFIC CONTROL DEVICE | | | 0150 636012-010 4.000 EA | 500.00000 2000.00| 110.00000 440.00| 500.00000 2000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0155 636013-001 1500.000 EA | 5.00000 7500.00| 1.10000 1650.00| 0.10000 150.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0160 636014-001 400.000 HR | 40.00000 16000.00| 53.75000 21500.00| 0.15000 60.00 FLAGGER | | | 0165 636014-002 1000.000 HR | 45.00000 45000.00| 53.75000 53750.00| 25.00000 25000.00 TRAFFIC DIRECTOR | | | 0170 636017-001 13200.000 LF | 12.50000 165000.00| 16.20000 213840.00| 18.00000 237600.00 TEMPORARY CONCRETE BARRIER | | | 0175 636021-001 240.000 DA | 15.00000 3600.00| 14.30000 3432.00| 16.00000 3840.00 ELECTRIC ARROW | | | 0180 636022-001 500.000 DA | 40.00000 20000.00| 49.50000 24750.00| 43.00000 21500.00 CHANGEABLE MESSAGE SIGN | | | 0185 636025-001 2800.000 DA | 1.25000 3500.00| 1.65000 4620.00| 1.35000 3780.00 WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 1004131 COUNTIES : HARRISON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0328627 |( 3 ) 55-0583614 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 636028-001 200.000 DA | 90.00000 18000.00| 0.01000 2.00| 20.00000 4000.00 SHADOW VEHICLE | | | 0195 636029-001 140.000 DA | 25.50000 3570.00| 1782.00000 249480.00| 280.00000 39200.00 ROADSIDE ASSISTANCE SERVICE | | | 0200 636030-001 300.000 DA | 35.00000 10500.00| 27.50000 8250.00| 38.00000 11400.00 SPEED MONITORING TRAILER | | | 0205 637001-001 21.000 MG | 118.00000 2478.00| 206.90000 4344.90| 50.00000 1050.00 WATER FOR DUST PALLIATIVE | | | 0210 638004-001 8.000 EA | 30.00000 240.00| 250.00000 2000.00| 32.00000 256.00 OUTLET MARKER | | | 0215 639001-001 LUMP | 194096.51000 194096.51| 77940.00000 77940.00| 60000.00000 60000.00 CONSTRUCTION LAYOUT STAKE | | | 0220 640001-001 9.000 MO | 2500.00000 22500.00| 2000.00000 18000.00| 2400.00000 21600.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0225 640003-001 LUMP | 1500.00000 1500.00| 5000.00000 5000.00| 2200.03000 2200.03 BUILDING EQUIPMENT | | | 0230 642004-001 460.000 LB | 2.81000 1292.60| 1.10000 506.00| 1.00000 460.00 SEED MIXTURE, TEMPORARY | | | 0235 642006-001 3.000 TN | 632.40000 1897.20| 330.00000 990.00| 310.00000 930.00 FERTILIZER | | | 0240 642012-001 500.000 LF | 2.50000 1250.00| 5.00000 2500.00| 1.40000 700.00 SILT FENCE | | | 0245 642031-001 15.000 EA | 80.00000 1200.00| 250.00000 3750.00| 115.00000 1725.00 DITCH CHECK | | | 0250 642033-001 600.000 CY | 14.00000 8400.00| 0.01000 6.00| 14.00000 8400.00 SEDIMENT TRAP | | | 0255 642040-001 18.000 EA | 140.00000 2520.00| 400.00000 7200.00| 200.00000 3600.00 INLET PROTECTION | | | 0260 652002-001 1.000 TN | 632.40000 632.40| 330.00000 330.00| 310.00000 310.00 FERTILIZER, 10-20-10 | | | 0265 652003-001 100.000 LB | 7.14000 714.00| 2.75000 275.00| 2.70000 270.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0270 652004-002 1.000 TN | 612.00000 612.00| 5500.00000 5500.00| 5400.00000 5400.00 WOOD CELLULOSE FIBER MULCH | | | 0275 664011-001 3.000 EA | 8000.00000 24000.00| 4345.00000 13035.00| 5600.00000 16800.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 1004131 COUNTIES : HARRISON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0328627 |( 3 ) 55-0583614 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 307005-001 AA1 628.000 TN | 25.50000 16014.00| 35.90000 22545.20| 15.00000 9420.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0285 307005-002 AA2 572.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0290 401001-011 BB1 12360.000 TN | 71.25000 880650.00| 65.50000 809580.00| 73.50000 908460.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0295 401001-012 BB2 11247.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0300 401001-011 CC1 22772.000 TN | 59.00000 1343548.00| 60.15000 1369735.80| 65.00000 1480180.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0305 401001-012 CC2 20722.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0310 401007-011 DD1 1273.000 TN | 74.75000 95156.75| 73.15000 93119.95| 75.00000 95475.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0315 401007-012 DD2 1159.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0320 402001-011 EE1 7416.000 TN | 79.30000 588088.80| 73.15000 542480.40| 83.00000 615528.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0325 402001-012 EE2 6748.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 5,618,509.93| $ 6,030,866.20| $ 6,229,609.68 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 PAVEMENT MARKINGS | | | 0330 663001-035 31350.000 LF | 0.58000 18183.00| 0.33000 10345.50| 0.65000 20377.50 EDGE LINE, TYPE IX - 8 IN WHITE | | | 0335 663001-035 23000.000 LF | 0.58000 13340.00| 0.33000 7590.00| 0.65000 14950.00 EDGE LINE, TYPE IX - 8 IN YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 013 -6 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 1004131 COUNTIES : HARRISON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0328627 |( 3 ) 55-0583614 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0340 663002-065 15200.000 LF | 0.58000 8816.00| 0.33000 5016.00| 0.65000 9880.00 LANE LINE, TYPE IX - 8 IN WHITE | | | 0345 663004-011 2060.000 LF | 7.00000 14420.00| 6.60000 13596.00| 7.50000 15450.00 CHANNELIZING LINE, TYPE V - 8 IN | | | 0350 663007-010 3500.000 LF | 8.00000 28000.00| 8.80000 30800.00| 8.60000 30100.00 STRIPE, TYPE V - 12 IN YELLOW | | | 0355 663007-010 2850.000 LF | 8.00000 22800.00| 8.80000 25080.00| 8.60000 24510.00 STRIPE, TYPE V - 12 IN WHITE | | | 0360 663012-208 1034.000 EA | 25.00000 25850.00| 23.65000 24454.10| 27.00000 27918.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 131,409.00| $ 116,881.60| $ 143,185.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING | | | 0365 657003-001 28.000 LF | 285.60000 7996.80| 308.00000 8624.00| 285.00000 7980.00 TUBULAR SUPPORT, STEEL . | | | 0370 657006-001 30.000 LF | 32.18000 965.40| 34.71000 1041.30| 32.00000 960.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0375 657006-010 46.000 LF | 47.25000 2173.50| 50.95000 2343.70| 47.50000 2185.00 W8X18, A-572 SUPPORT, GALVANIZED | | | 0380 657010-001 101.000 LF | 7.34000 741.34| 7.92000 799.92| 7.50000 757.50 3.00 LB CHANNEL POST | | | 0385 657012-001 34.000 LF | 9.28000 315.52| 10.01000 340.34| 9.50000 323.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0390 657017-001 3.000 CY | 1193.40000 3580.20| 1287.00000 3861.00| 1200.00000 3600.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0395 657018-001 50.000 EA | 38.76000 1938.00| 41.80000 2090.00| 39.00000 1950.00 POST REMOVAL | | | 0400 658001-001 27.000 CY | 1101.60000 29743.20| 1188.00000 32076.00| 1150.00000 31050.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0405 658003-001 1.000 EA | 16728.00000 16728.00| 18040.00000 18040.00| 17000.00000 17000.00 OVERHEAD SIGN, GALVANIZED STEEL ASSY 06 | | | 0410 658003-001 1.000 EA | 16728.00000 16728.00| 18040.00000 18040.00| 17000.00000 17000.00 OVERHEAD SIGN, GALVANIZED STEEL ASSY 07 | | | 0415 658003-001 1.000 EA | 16728.00000 16728.00| 18040.00000 18040.00| 17000.00000 17000.00 OVERHEAD SIGN, GALVANIZED STEEL ASSY 10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 013 -7 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 1004131 COUNTIES : HARRISON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0328627 |( 3 ) 55-0583614 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0420 658003-001 1.000 EA | 16728.00000 16728.00| 18040.00000 18040.00| 17000.00000 17000.00 OVERHEAD SIGN, GALVANIZED STEEL ASSY 12 | | | 0425 658003-001 1.000 EA | 16728.00000 16728.00| 18040.00000 18040.00| 17000.00000 17000.00 OVERHEAD SIGN, GALVANIZED STEEL ASSY 15 | | | 0430 659001-001 LUMP | 34680.00000 34680.00| 37400.00000 37400.00| 35000.00000 35000.00 SIGN LIGHTING, TYPE 3 250 W | | | 0435 659001-001 LUMP | 22440.00000 22440.00| 24200.00000 24200.00| 23000.00000 23000.00 SIGN LIGHTING, TYPE 3 250 W | | | 0440 659001-001 LUMP | 18360.00000 18360.00| 19800.00000 19800.00| 18500.00000 18500.00 SIGN LIGHTING, TYPE 3 250 W | | | 0445 659001-001 LUMP | 26520.00000 26520.00| 28600.00000 28600.00| 27000.00000 27000.00 SIGN LIGHTING, TYPE 3 250 W | | | 0450 659001-001 LUMP | 28560.00000 28560.00| 30800.00000 30800.00| 29000.00000 29000.00 SIGN LIGHTING, TYPE 3 250 W | | | 0455 661001-001 158.000 SF | 10.25000 1619.50| 17.71000 2798.18| 17.00000 2686.00 0.080 IN FLAT SHEET SIGN | | | 0460 661002-001 1171.000 SF | 20.91000 24485.61| 2.75000 3220.25| 21.00000 24591.00 EXTRUDED PANEL SIGN | | | 0465 661011-001 1.000 EA | 204.00000 204.00| 220.00000 220.00| 205.00000 205.00 INSTALLATION OF REUSABLE SIGN | | | 0470 661020-001 80.000 EA | 23.00000 1840.00| 24.20000 1936.00| 22.00000 1760.00 DELINEATOR, TYPE B-1 YELLOW | | | SECTION TOTALS | $ 289,803.07| $ 290,350.69| $ 295,547.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0475 640004-001 LUMP | 3500.00000 3500.00| 5000.00000 5000.00| 1350.00000 1350.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 5,000.00| $ 1,350.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,043,222.00| $ 6,443,098.49| $ 6,669,692.68 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0515170 COUNTIES : LEWIS LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WESTON-BUCKHANNON ROAD PROJECT(S) : S321-0033/00-022.27 00 00NH 0033 296 D LOCATION: 0.06 MILE W CO 119/21 - UPSHUR COUNTY LINE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 2,097,214.08 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 2,116,544.85 100.9217% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 2,242,965.50 106.9498% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0515170 COUNTIES : LEWIS LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0328627 |( 3 ) 55-0481221 |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WESTON-BUCKHANNON ROAD | | | 0005 204001-000 LUMP | 15000.00000 15000.00| 15000.00000 15000.00| 45000.00000 45000.00 MOBILIZATION | | | 0010 207001-001 224.000 CY | 2.00000 448.00| 0.01000 2.24| 44.50000 9968.00 UNCLASSIFIED EXCAVATION | | | 0015 408002-001 6576.000 GA | 2.00000 13152.00| 2.50000 16440.00| 2.50000 16440.00 BITUMINOUS MATERIAL | | | 0020 410001-002 92522.000 LF | 0.12000 11102.64| 0.13000 12027.86| 0.13000 12027.86 SAWED RUMBLE STRIP | | | 0025 415005-001 219194.000 SY | 0.85000 186314.90| 0.63000 138092.22| 0.40000 87677.60 REMOVE EXISTING PAVEMENT SURFACE | | | 0030 607001-001 4875.000 LF | 12.66000 61717.50| 13.93000 67908.75| 13.50000 65812.50 TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607009-001 14212.500 LF | 3.28000 46617.00| 3.61000 51307.13| 4.25000 60403.13 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607010-020 4212.500 LF | 1.00000 4212.50| 1.10000 4633.75| 1.00000 4212.50 GUARDRAIL REMOVAL | | | 0045 607030-001 1.000 EA | 470.00000 470.00| 517.00000 517.00| 470.00000 470.00 SPECIAL TRAILING END TERMINAL | | | 0050 607030-002 2.000 EA | 300.00000 600.00| 330.00000 660.00| 300.00000 600.00 SPECIAL TRAILING END TERMINAL, REMOVED | | | AND RESET | | | 0055 607037-001 1.000 EA | 40.00000 40.00| 44.00000 44.00| 40.00000 40.00 BUFFER END SECTION | | | 0060 607066-001 3.000 EA | 1700.00000 5100.00| 1826.00000 5478.00| 1660.00000 4980.00 TANGENT END TERMINAL | | | 0065 607066-002 1.000 EA | 700.00000 700.00| 770.00000 770.00| 700.00000 700.00 TANGENT END TERMINAL, REMOVE AND RESET | | | 0070 636008-002 228000.000 LF | 0.18000 41040.00| 0.21000 47880.00| 0.19000 43320.00 TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | 0075 636009-002 1000.000 LF | 1.00000 1000.00| 1.10000 1100.00| 1.00000 1000.00 TEMPORARY PAVEMENT MARKING-TAPE 6 IN | | | SOLID LINE | | | 0080 636011-001 51670.000 UN | 0.80000 41336.00| 0.90000 46503.00| 1.15000 59420.50 TRAFFIC CONTROL DEVICE | | | 0085 636012-010 4.000 EA | 200.00000 800.00| 110.00000 440.00| 250.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0515170 COUNTIES : LEWIS LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0328627 |( 3 ) 55-0481221 |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636013-001 200.000 EA | 2.00000 400.00| 1.10000 220.00| 2.50000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0095 636014-001 500.000 HR | 0.01000 5.00| 53.75000 26875.00| 45.00000 22500.00 FLAGGER | | | 0100 636014-002 300.000 HR | 45.00000 13500.00| 53.75000 16125.00| 45.00000 13500.00 TRAFFIC DIRECTOR | | | 0105 636021-001 200.000 DA | 15.00000 3000.00| 7.70000 1540.00| 12.50000 2500.00 ELECTRIC ARROW | | | 0110 636022-001 220.000 DA | 40.00000 8800.00| 44.00000 9680.00| 45.00000 9900.00 CHANGEABLE MESSAGE SIGN | | | 0115 636025-001 4300.000 DA | 1.25000 5375.00| 0.55000 2365.00| 0.01000 43.00 WARNING LIGHTS, TYPE 'B' | | | 0120 636028-001 100.000 DA | 0.01000 1.00| 0.01000 1.00| 140.00000 14000.00 SHADOW VEHICLE | | | 0125 636030-001 170.000 DA | 0.01000 1.70| 27.50000 4675.00| 25.00000 4250.00 SPEED MONITORING TRAILER | | | 0130 639001-001 LUMP | 1000.00000 1000.00| 5500.00000 5500.00| 8665.09000 8665.09 CONSTRUCTION LAYOUT STAKE | | | 0135 661013-001 403.000 EA | 29.00000 11687.00| 28.74000 11582.22| 26.13000 10530.39 PLASTIC DELINEATOR POST, WHITE | | | 0140 661013-001 138.000 EA | 29.00000 4002.00| 28.74000 3966.12| 26.13000 3605.94 PLASTIC DELINEATOR POST, YELLOW | | | 0145 663001-026 50430.000 LF | 0.19000 9581.70| 0.21000 10590.30| 0.19000 9581.70 EDGE LINE, TYPE II - 6 IN WHITE | | | 0150 663001-026 50430.000 LF | 0.19000 9581.70| 0.21000 10590.30| 0.19000 9581.70 EDGE LINE, TYPE II - 6 IN YELLOW | | | 0155 663002-026 13501.000 LF | 0.19000 2565.19| 0.21000 2835.21| 0.19000 2565.19 LANE LINE, TYPE II - 6 IN WHITE | | | 0160 663004-003 3321.000 LF | 0.25000 830.25| 0.44000 1461.24| 0.40000 1328.40 CHANNELIZING LINE, TYPE I - 8 IN WHITE | | | 0165 663005-011 361.000 LF | 14.00000 5054.00| 17.60000 6353.60| 16.00000 5776.00 STOP LINE, TYPE V - 24 IN | | | 0170 663010-010 54.000 EA | 170.00000 9180.00| 220.00000 11880.00| 200.00000 10800.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0175 663012-208 785.000 EA | 20.00000 15700.00| 20.90000 16406.50| 19.00000 14915.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | BI-DIRECTIONAL, RED/WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0515170 COUNTIES : LEWIS LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0328627 |( 3 ) 55-0481221 |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 307005-001 AA1 2036.000 TN | 15.00000 30540.00| 0.01000 20.36| 29.25000 59553.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0185 307005-002 AA2 1832.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0190 401001-001 BB1 296.000 TN | 78.00000 23088.00| 72.00000 21312.00| 70.75000 20942.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0195 401001-002 BB2 266.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0200 402001-011 CC1 18237.000 TN | 83.00000 1513671.00| 84.65000 1543762.05| 88.00000 1604856.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0205 401001-012 CC2 16413.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 2,097,214.08| $ 2,116,544.85| $ 2,242,965.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,097,214.08| $ 2,116,544.85| $ 2,242,965.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 9810412 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : CLOTHIER BRIDGE PROJECT(S) : S323-0017/00-018.56 00 00BR 0017 054 D00 LOCATION: / SPRUCE FORK, 0.01MI N CO 119/19 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0484695 PAULS CONCRETE, INC. $ 1,410,000.00 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 1,777,646.00 126.0742% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,795,000.00 127.3050% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,799,000.00 127.5887% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9810412 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 34-1199322 |( 3 ) 55-0710073 |PAULS CONCRETE, INC. |VELOTTA COMPANY, THE |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE #10930 | | | 0005 627010-001 LUMP | 1410000.00000 1410000.00| 1777646.00000 1777646.00| 1795000.00000 1795000.00 ASAP BRIDGE, CLOTHIER BRIDGE | | | SECTION TOTALS | $ 1,410,000.00| $ 1,777,646.00| $ 1,795,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,410,000.00| $ 1,777,646.00| $ 1,795,000.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9810412 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE #10930 | | | 0005 627010-001 LUMP | 1799000.00000 1799000.00| | ASAP BRIDGE, CLOTHIER BRIDGE | | | SECTION TOTALS | $ 1,799,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,799,000.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 9218151 COUNTIES : PRESTON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : JESSOP CUT OVERPASS BRIDGE PROJECT(S) : S339-0026/00-009.42 00 00BR 0026 012 D00 LOCATION: / WV NORTH RR, 0.03 MI N CO41 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION COMPANY, INC. $ 1,603,907.38 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,702,143.00 106.1248% 3 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 1,874,331.55 116.8603% 4 34-1199322 VELOTTA COMPANY, THE $ 1,875,044.39 116.9048% 5 55-0535003 KANAWHA STONE COMPANY, INC. $ 2,623,480.80 163.5681% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9218151 COUNTIES : PRESTON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 62-1345425 |( 3 ) 55-0434699 |SMH CONSTRUCTION COMPANY, IN |BILCO CONSTRUCTION CO., INC. |SAVAGE 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 | 7936.20000 7936.20| 18800.00000 18800.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 60765.00000 60765.00| 85000.00000 85000.00| 90000.00000 90000.00 MOBILIZATION | | | 0015 207001-001 3113.000 CY | 6.88000 21417.44| 6.00000 18678.00| 12.00000 37356.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 522.000 CY | 48.54000 25337.88| 35.00000 18270.00| 45.00000 23490.00 SUBGRADE | | | 0025 207034-000 2918.000 SY | 1.44000 4201.92| 1.00000 2918.00| 1.35000 3939.30 FABRIC FOR SEPARATION | | | 0030 211001-000 4879.000 CY | 12.54000 61182.66| 7.00000 34153.00| 18.00000 87822.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 577.000 CY | 40.38000 23299.26| 50.00000 28850.00| 50.00000 28850.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 48.000 CY | 54.69000 2625.12| 60.00000 2880.00| 76.00000 3648.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 502001-012 160.000 SY | 196.97000 31515.20| 215.00000 34400.00| 230.00000 36800.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 607001-001 894.000 LF | 16.00000 14304.00| 15.00000 13410.00| 16.50000 14751.00 TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 1317.34000 5269.36| 1180.00000 4720.00| 1400.00000 5600.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607065-001 3.000 EA | 1926.80000 5780.40| 1710.00000 5130.00| 2000.00000 6000.00 FLARED END TERMINAL | | | 0065 607066-001 1.000 EA | 2070.90000 2070.90| 1870.00000 1870.00| 2125.00000 2125.00 TANGENT END TERMINAL | | | 0070 636005-001 1.000 LS | 117840.60000 117840.60| 92500.00000 92500.00| 165000.00000 165000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0075 636007-001 1000.000 LF | 0.97000 970.00| 0.95000 950.00| 1.70000 1700.00 ERADICATION OF PAVEMENT MARKING | | | 0080 636008-001 2500.000 LF | 0.29000 725.00| 0.30000 750.00| 0.45000 1125.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0085 636011-001 7740.000 UN | 1.06000 8204.40| 1.00000 7740.00| 1.15000 8901.00 TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9218151 COUNTIES : PRESTON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 62-1345425 |( 3 ) 55-0434699 |SMH CONSTRUCTION COMPANY, IN |BILCO CONSTRUCTION CO., INC. |SAVAGE CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636012-010 2.000 EA | 95.00000 190.00| 0.50000 1.00| 325.00000 650.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0095 636013-001 50.000 EA | 0.95000 47.50| 0.02000 1.00| 3.00000 150.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0100 636014-001 300.000 HR | 58.90000 17670.00| 58.00000 17400.00| 47.00000 14100.00 FLAGGER | | | 0105 636025-001 1080.000 DA | 1.37000 1479.60| 1.70000 1836.00| 1.40000 1512.00 WARNING LIGHTS, TYPE B | | | 0110 638002-001 5.000 EA | 64.70000 323.50| 29.00000 145.00| 120.00000 600.00 RIGHT OF WAY MARKER | | | 0115 638004-001 1.000 EA | 56.70000 56.70| 120.00000 120.00| 170.00000 170.00 OUTLET MARKER | | | 0120 639001-001 LUMP | 4000.00000 4000.00| 7930.00000 7930.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKE | | | 0125 640003-001 LUMP | 2898.00000 2898.00| 2000.00000 2000.00| 3500.00000 3500.00 BUILDING EQUIPMENT | | | 0130 640006-001 12.000 MO | 1101.00000 13212.00| 1200.00000 14400.00| 2000.00000 24000.00 SMALL FIELD OFFICE | | | 0135 642004-001 11.000 LB | 0.01000 0.11| 8.70000 95.70| 24.00000 264.00 SEED MIXTURE, TEMPORARY | | | 0140 642004-003 16.000 LB | 0.01000 0.16| 15.00000 240.00| 34.00000 544.00 SEED MIXTURE, D | | | 0145 642005-001 0.500 TN | 941.34000 470.67| 705.00000 352.50| 975.00000 487.50 MULCH, STRAW OR HAY | | | 0150 642006-001 0.100 TN | 0.01000 0.00| 2040.00000 204.00| 735.00000 73.50 FERTILIZER | | | 0155 642010-001 0.200 TN | 0.01000 0.00| 440.00000 88.00| 205.00000 41.00 AGRICULTURAL LIMESTONE | | | 0160 642012-001 1800.000 LF | 3.20000 5760.00| 2.00000 3600.00| 2.50000 4500.00 SILT FENCE | | | 0165 652001-001 0.530 TN | 0.01000 0.01| 445.00000 235.85| 205.00000 108.65 AGRICULTURAL LIMESTONE | | | 0170 652002-001 0.460 TN | 0.01000 0.00| 2040.00000 938.40| 735.00000 338.10 FERTILIZER, 10-20-10 | | | 0175 652003-002 62.000 LB | 0.01000 0.62| 15.00000 930.00| 21.50000 1333.00 SEED MIXTURE, D | | | 0180 652004-001 1.060 TN | 941.34000 997.82| 705.00000 747.30| 900.00000 954.00 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9218151 COUNTIES : PRESTON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 62-1345425 |( 3 ) 55-0434699 |SMH CONSTRUCTION COMPANY, IN |BILCO CONSTRUCTION CO., INC. |SAVAGE CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-001 AA1 233.000 TN | 87.00000 20271.00| 83.00000 19339.00| 86.00000 20038.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0190 401001-002 AA2 223.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0195 401001-001 BB1 362.000 TN | 98.00000 35476.00| 115.00000 41630.00| 97.00000 35114.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0200 401001-002 BB2 345.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0205 402001-001 CC1 244.000 TN | 127.75000 31171.00| 125.00000 30500.00| 126.00000 30744.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE IV | | | 0210 402001-002 CC2 232.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE IV | | | SECTION TOTALS | $ 527,470.03| $ 513,752.75| $ 712,329.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10954 | | | 0215 203001-000 LUMP | 42973.00000 42973.00| 65100.00000 65100.00| 80000.00000 80000.00 DISMANTLING STRUCTURE | | | 0220 211002-000 474.000 CY | 42.25000 20026.50| 38.00000 18012.00| 36.50000 17301.00 ROCK BORROW EXCAVATION | | | 0225 212001-000 140.000 CY | 8.88000 1243.20| 10.00000 1400.00| 45.00000 6300.00 STRUCTURE EXCAVATION | | | 0230 212005-000 196.000 CY | 80.16000 15711.36| 100.00000 19600.00| 95.00000 18620.00 SELECT MATERIAL FOR BACKFILLING | | | 0235 218004-003 207.000 SY | 16.54000 3423.78| 19.00000 3933.00| 42.00000 8694.00 12 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0240 601002-001 298.000 CY | 544.00000 162112.00| 515.00000 153470.00| 500.00000 149000.00 CLASS B CONCRETE | | | 0245 601003-001 27.000 CY | 863.20000 23306.40| 1100.00000 29700.00| 1075.00000 29025.00 CLASS K CONCRETE | | | 0250 601009-001 167.000 CY | 840.65000 140388.55| 755.00000 126085.00| 800.00000 133600.00 CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9218151 COUNTIES : PRESTON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 62-1345425 |( 3 ) 55-0434699 |SMH CONSTRUCTION COMPANY, IN |BILCO CONSTRUCTION CO., INC. |SAVAGE CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 602002-001 42102.000 LB | 1.33000 55995.66| 1.60000 67363.20| 1.25000 52627.50 EPOXY COATED REINFORCING STEEL BAR | | | 0260 614001-116 485.000 LF | 126.00000 61110.00| 195.00000 94575.00| 155.00000 75175.00 W12X96 STEEL PILE | | | 0265 614001-159 702.000 LF | 199.75000 140224.50| 201.00000 141102.00| 240.00000 168480.00 W14X176 STEEL PILE | | | 0270 614003-001 1050.000 SF | 19.10000 20055.00| 25.00000 26250.00| 16.00000 16800.00 CONCRETE LAGGING, THICKNESS 8" | | | 0275 615001-001 210668.000 LS | 316525.00000 316525.00| 370000.00000 370000.00| 312000.00000 312000.00 STEEL SUPERSTRUCTURE | | | 0280 616005-007 436.000 LF | 160.90000 70152.40| 50.00000 21800.00| 205.00000 89380.00 HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0285 639001-001 LUMP | 3190.00000 3190.00| 50000.05000 50000.05| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,076,437.35| $ 1,188,390.25| $ 1,162,002.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,603,907.38| $ 1,702,143.00| $ 1,874,331.55 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 016 -6 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9218151 COUNTIES : PRESTON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0535003 |( ) |VELOTTA COMPANY, THE |KANAWHA STONE COMPANY, 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 | 8250.00000 8250.00| 140000.00000 140000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 90000.00000 90000.00| 130000.00000 130000.00| MOBILIZATION | | | 0015 207001-001 3113.000 CY | 13.20000 41091.60| 14.20000 44204.60| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 522.000 CY | 55.00000 28710.00| 62.58000 32666.76| SUBGRADE | | | 0025 207034-000 2918.000 SY | 2.20000 6419.60| 1.97000 5748.46| FABRIC FOR SEPARATION | | | 0030 211001-000 4879.000 CY | 18.70000 91237.30| 19.24000 93871.96| UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 577.000 CY | 55.00000 31735.00| 61.75000 35629.75| AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 48.000 CY | 77.00000 3696.00| 98.23000 4715.04| AGGREGATE BASE COURSE, CLASS 10 | | | 0045 502001-012 160.000 SY | 226.30000 36208.00| 205.00000 32800.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 607001-001 894.000 LF | 20.00000 17880.00| 15.68000 14017.92| TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 1500.00000 6000.00| 1316.04000 5264.16| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607065-001 3.000 EA | 1500.00000 4500.00| 1887.88000 5663.64| FLARED END TERMINAL | | | 0065 607066-001 1.000 EA | 1500.00000 1500.00| 2024.26000 2024.26| TANGENT END TERMINAL | | | 0070 636005-001 1.000 LS | 200000.00000 200000.00| 430000.00000 430000.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0075 636007-001 1000.000 LF | 0.75000 750.00| 0.81000 810.00| ERADICATION OF PAVEMENT MARKING | | | 0080 636008-001 2500.000 LF | 0.50000 1250.00| 0.54000 1350.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0085 636011-001 7740.000 UN | 1.50000 11610.00| 1.61000 12461.40| TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 016 -7 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9218151 COUNTIES : PRESTON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0535003 |( ) |VELOTTA COMPANY, THE |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636012-010 2.000 EA | 100.00000 200.00| 107.39000 214.78| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0095 636013-001 50.000 EA | 1.00000 50.00| 1.07000 53.50| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0100 636014-001 300.000 HR | 54.90000 16470.00| 69.46000 20838.00| FLAGGER | | | 0105 636025-001 1080.000 DA | 2.00000 2160.00| 2.15000 2322.00| WARNING LIGHTS, TYPE B | | | 0110 638002-001 5.000 EA | 146.41000 732.05| 168.02000 840.10| RIGHT OF WAY MARKER | | | 0115 638004-001 1.000 EA | 366.01000 366.01| 234.27000 234.27| OUTLET MARKER | | | 0120 639001-001 LUMP | 10380.43000 10380.43| 24516.16000 24516.16| CONSTRUCTION LAYOUT STAKE | | | 0125 640003-001 LUMP | 2440.09000 2440.09| 2208.43000 2208.43| BUILDING EQUIPMENT | | | 0130 640006-001 12.000 MO | 1566.01000 18792.12| 2619.04000 31428.48| SMALL FIELD OFFICE | | | 0135 642004-001 11.000 LB | 1.00000 11.00| 22.55000 248.05| SEED MIXTURE, TEMPORARY | | | 0140 642004-003 16.000 LB | 40.00000 640.00| 32.22000 515.52| SEED MIXTURE, D | | | 0145 642005-001 0.500 TN | 3500.00000 1750.00| 928.90000 464.45| MULCH, STRAW OR HAY | | | 0150 642006-001 0.100 TN | 3500.00000 350.00| 698.00000 69.80| FERTILIZER | | | 0155 642010-001 0.200 TN | 25.00000 5.00| 193.30000 38.66| AGRICULTURAL LIMESTONE | | | 0160 642012-001 1800.000 LF | 3.66000 6588.00| 4.08000 7344.00| SILT FENCE | | | 0165 652001-001 0.530 TN | 25.00000 13.25| 193.28000 102.44| AGRICULTURAL LIMESTONE | | | 0170 652002-001 0.460 TN | 1000.00000 460.00| 698.02000 321.09| FERTILIZER, 10-20-10 | | | 0175 652003-002 62.000 LB | 15.00000 930.00| 20.40000 1264.80| SEED MIXTURE, D | | | 0180 652004-001 1.060 TN | 1900.00000 2014.00| 859.10000 910.65| STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 016 -8 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9218151 COUNTIES : PRESTON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0535003 |( ) |VELOTTA COMPANY, THE |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-001 AA1 233.000 TN | 101.00000 23533.00| 81.61000 19015.13| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0190 401001-002 AA2 223.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0195 401001-001 BB1 362.000 TN | 97.00000 35114.00| 102.02000 36931.24| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0200 401001-002 BB2 345.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0205 402001-001 CC1 244.000 TN | 121.00000 29524.00| 142.83000 34850.52| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE IV | | | 0210 402001-002 CC2 232.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE IV | | | SECTION TOTALS | $ 733,360.45| $ 1,175,960.02| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10954 | | | 0215 203001-000 LUMP | 37069.47000 37069.47| 120000.00000 120000.00| DISMANTLING STRUCTURE | | | 0220 211002-000 474.000 CY | 72.95000 34578.30| 72.18000 34213.32| ROCK BORROW EXCAVATION | | | 0225 212001-000 140.000 CY | 79.70000 11158.00| 114.00000 15960.00| STRUCTURE EXCAVATION | | | 0230 212005-000 196.000 CY | 180.71000 35419.16| 156.53000 30679.88| SELECT MATERIAL FOR BACKFILLING | | | 0235 218004-003 207.000 SY | 44.37000 9184.59| 57.00000 11799.00| 12 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0240 601002-001 298.000 CY | 512.58000 152748.84| 703.00000 209494.00| CLASS B CONCRETE | | | 0245 601003-001 27.000 CY | 1045.92000 28239.84| 1350.00000 36450.00| CLASS K CONCRETE | | | 0250 601009-001 167.000 CY | 856.32000 143005.44| 950.00000 158650.00| CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 016 -9 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9218151 COUNTIES : PRESTON LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0535003 |( ) |VELOTTA COMPANY, THE |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 602002-001 42102.000 LB | 1.27000 53469.54| 1.23000 51785.46| EPOXY COATED REINFORCING STEEL BAR | | | 0260 614001-116 485.000 LF | 155.59000 75461.15| 244.08000 118378.80| W12X96 STEEL PILE | | | 0265 614001-159 702.000 LF | 245.48000 172326.96| 252.95000 177570.90| W14X176 STEEL PILE | | | 0270 614003-001 1050.000 SF | 33.04000 34692.00| 24.69000 25924.50| CONCRETE LAGGING, THICKNESS 8" | | | 0275 615001-001 210668.000 LS | 269000.00000 269000.00| 336000.00000 336000.00| STEEL SUPERSTRUCTURE | | | 0280 616005-007 436.000 LF | 160.00000 69760.00| 220.41000 96098.76| HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0285 639001-001 LUMP | 15570.65000 15570.65| 24516.16000 24516.16| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,141,683.94| $ 1,447,520.78| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,875,044.39| $ 2,623,480.80| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 1016605 COUNTIES : PUTNAM LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : MANILLA RIDGE SLIDE CORRECTION PROJECT(S) : S340-0001/00-000.12 00 LOCATION: 0.12 MI. E JCT. WV62 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 202,876.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 209,558.00 103.2936% 3 61-1584805 MARKS DRILLING $ 219,927.54 108.4049% 4 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 229,000.00 112.8768% 5 31-4444098 ALAN STONE CO., INC. $ 229,946.65 113.3434% 6 55-0484695 PAULS CONCRETE, INC. $ 250,695.00 123.5706% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 1016605 COUNTIES : PUTNAM LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( 3 ) 61-1584805 |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. |MARKS DRILLING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 201001-000 1.000 LS | 300.00000 300.00| 9000.00000 9000.00| 2500.00000 2500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 7000.00000 7000.00| 19000.00000 19000.00| 66800.00000 66800.00 MOBILIZATION | | | 0015 207001-001 366.000 CY | 5.00000 1830.00| 5.00000 1830.00| 10.00000 3660.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 289.000 SY | 3.00000 867.00| 1.00000 289.00| 0.50000 144.50 FABRIC FOR SEPARATION | | | 0025 229001-000 0.080 MI | 4000.00000 320.00| 5000.00000 400.00| 0.50000 0.04 SHOULDER AND DITCH | | | 0030 408002-001 13.000 GA | 10.00000 130.00| 7.00000 91.00| 6.00000 78.00 BITUMINOUS MATERIAL | | | 0035 415005-001 272.000 SY | 13.00000 3536.00| 13.00000 3536.00| 12.00000 3264.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0040 607001-001 300.000 LF | 25.00000 7500.00| 18.00000 5400.00| 15.00000 4500.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0045 614001-003 1401.000 LF | 65.00000 91065.00| 36.00000 50436.00| 60.00000 84060.00 HP10X42 STEEL PILE | | | 0050 614003-001 1704.000 SF | 12.00000 20448.00| 15.00000 25560.00| 10.00000 17040.00 CONCRETE LAGGING, THICKNESS 6IN | | | 0055 636009-002 40.000 LF | 2.00000 80.00| 5.00000 200.00| 1.00000 40.00 TEMPORARY PAVEMENT MARKING-TAPE 6 IN W | | | STOP BAR | | | 0060 636011-001 2760.000 UN | 1.00000 2760.00| 1.00000 2760.00| 0.25000 690.00 TRAFFIC CONTROL DEVICE | | | 0065 636014-001 200.000 HR | 60.00000 12000.00| 62.50000 12500.00| 0.01000 2.00 FLAGGER | | | 0070 636023-001 1.000 LS | 17000.00000 17000.00| 7500.00000 7500.00| 500.00000 500.00 TEMPORARY TRAFFIC SIGNAL | | | 0075 639001-001 LUMP | 1500.00000 1500.00| 41000.00000 41000.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKE | | | 0080 642012-001 300.000 LF | 1.00000 300.00| 2.00000 600.00| 0.50000 150.00 SILT FENCE | | | 0085 652002-001 0.030 TN | 2000.00000 60.00| 2000.00000 60.00| 1000.00000 30.00 FERTILIZER, 10-20-10 | | | 0090 652003-001 11.000 LB | 25.00000 275.00| 35.00000 385.00| 50.00000 550.00 SEED MIXTURES, B, C-1, OR C-2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 1016605 COUNTIES : PUTNAM LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( 3 ) 61-1584805 |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. |MARKS DRILLING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 652004-001 0.190 TN | 500.00000 95.00| 1000.00000 190.00| 600.00000 114.00 STRAW OR HAY MULCH | | | 0100 307005-001 AA1 185.000 TN | 40.00000 7400.00| 27.00000 4995.00| 40.00000 7400.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CL1 | | | 0105 307005-002 AA2 185.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS CL1 | | | 0110 307005-001 BB1 350.000 TN | 40.00000 14000.00| 28.00000 9800.00| 40.00000 14000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CL7 | | | 0115 307005-002 BB2 350.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS CL7 | | | 0120 307005-001 CC1 32.000 TN | 40.00000 1280.00| 28.00000 896.00| 40.00000 1280.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CL10 | | | 0125 307005-002 CC2 32.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS CL10 | | | 0130 401001-001 DD1 52.000 TN | 130.00000 6760.00| 130.00000 6760.00| 125.00000 6500.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0135 401001-002 DD2 52.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0140 401002-001 EE1 36.000 TN | 130.00000 4680.00| 130.00000 4680.00| 125.00000 4500.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0145 401002-002 EE2 36.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0150 401007-001 FF1 13.000 TN | 130.00000 1690.00| 130.00000 1690.00| 125.00000 1625.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0155 401007-002 FF2 13.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 202,876.00| $ 209,558.00| $ 219,927.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 202,876.00| $ 209,558.00| $ 219,927.54 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 1016605 COUNTIES : PUTNAM LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( 5 ) 31-4444098 |( 6 ) 55-0484695 |THAXTON CONSTRUCTION COMPANY |ALAN STONE CO., INC. |PAULS CONCRETE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 201001-000 1.000 LS | 37307.50000 37307.50| 4000.00000 4000.00| 12500.00000 12500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 1000.00000 1000.00| 10000.00000 10000.00| 12500.00000 12500.00 MOBILIZATION | | | 0015 207001-001 366.000 CY | 40.00000 14640.00| 17.00000 6222.00| 12.00000 4392.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 289.000 SY | 2.50000 722.50| 2.00000 578.00| 2.00000 578.00 FABRIC FOR SEPARATION | | | 0025 229001-000 0.080 MI | 1000.00000 80.00| 5000.00000 400.00| 40000.00000 3200.00 SHOULDER AND DITCH | | | 0030 408002-001 13.000 GA | 15.00000 195.00| 5.55000 72.15| 5.00000 65.00 BITUMINOUS MATERIAL | | | 0035 415005-001 272.000 SY | 6.00000 1632.00| 13.75000 3740.00| 10.00000 2720.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0040 607001-001 300.000 LF | 25.00000 7500.00| 17.75000 5325.00| 15.00000 4500.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0045 614001-003 1401.000 LF | 60.00000 84060.00| 66.00000 92466.00| 75.00000 105075.00 HP10X42 STEEL PILE | | | 0050 614003-001 1704.000 SF | 12.00000 20448.00| 24.50000 41748.00| 20.00000 34080.00 CONCRETE LAGGING, THICKNESS 6IN | | | 0055 636009-002 40.000 LF | 20.00000 800.00| 15.00000 600.00| 5.00000 200.00 TEMPORARY PAVEMENT MARKING-TAPE 6 IN W | | | STOP BAR | | | 0060 636011-001 2760.000 UN | 0.90000 2484.00| 1.00000 2760.00| 1.00000 2760.00 TRAFFIC CONTROL DEVICE | | | 0065 636014-001 200.000 HR | 55.00000 11000.00| 42.00000 8400.00| 50.00000 10000.00 FLAGGER | | | 0070 636023-001 1.000 LS | 2000.00000 2000.00| 15000.00000 15000.00| 12500.00000 12500.00 TEMPORARY TRAFFIC SIGNAL | | | 0075 639001-001 LUMP | 500.00000 500.00| 5000.00000 5000.00| 2250.00000 2250.00 CONSTRUCTION LAYOUT STAKE | | | 0080 642012-001 300.000 LF | 10.00000 3000.00| 1.00000 300.00| 4.00000 1200.00 SILT FENCE | | | 0085 652002-001 0.030 TN | 1000.00000 30.00| 750.00000 22.50| 2500.00000 75.00 FERTILIZER, 10-20-10 | | | 0090 652003-001 11.000 LB | 12.00000 132.00| 50.00000 550.00| 30.00000 330.00 SEED MIXTURES, B, C-1, OR C-2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 1016605 COUNTIES : PUTNAM LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( 5 ) 31-4444098 |( 6 ) 55-0484695 |THAXTON CONSTRUCTION COMPANY |ALAN STONE CO., INC. |PAULS CONCRETE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 652004-001 0.190 TN | 100.00000 19.00| 3000.00000 570.00| 2500.00000 475.00 STRAW OR HAY MULCH | | | 0100 307005-001 AA1 185.000 TN | 40.00000 7400.00| 35.00000 6475.00| 50.00000 9250.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CL1 | | | 0105 307005-002 AA2 185.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS CL1 | | | 0110 307005-001 BB1 350.000 TN | 35.00000 12250.00| 30.00000 10500.00| 50.00000 17500.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CL7 | | | 0115 307005-002 BB2 350.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS CL7 | | | 0120 307005-001 CC1 32.000 TN | 50.00000 1600.00| 40.00000 1280.00| 60.00000 1920.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CL10 | | | 0125 307005-002 CC2 32.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS CL10 | | | 0130 401001-001 DD1 52.000 TN | 200.00000 10400.00| 138.00000 7176.00| 125.00000 6500.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0135 401001-002 DD2 52.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0140 401002-001 EE1 36.000 TN | 200.00000 7200.00| 138.00000 4968.00| 125.00000 4500.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0145 401002-002 EE2 36.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0150 401007-001 FF1 13.000 TN | 200.00000 2600.00| 138.00000 1794.00| 125.00000 1625.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0155 401007-002 FF2 13.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 229,000.00| $ 229,946.65| $ 250,695.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 229,000.00| $ 229,946.65| $ 250,695.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 0615702 COUNTIES : WYOMING LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : BIG HUFF CREEK ROAD BOX CULVERT PROJECT(S) : S355-0010/03-002.12 00 LOCATION: 0.50 MI W CR 10/5 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION COMPANY, INC. $ 92,176.31 100.0000% 2 55-0756636 JIM CONSTRUCTION, INC. $ 92,237.70 100.0666% 3 26-3715560 WOLF CREEK CONTRACTING COMPANY LLC $ 98,524.45 106.8870% 4 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 102,133.76 110.8026% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 115,818.00 125.6483% 6 27-0738567 R.K. CONSTRUCTION, INC. $ 121,117.62 131.3978% 7 55-0581702 CLAUDE ERPS CONSTRUCTION, INC. $ 182,736.00 198.2462% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0615702 COUNTIES : WYOMING LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0756636 |( 3 ) 26-3715560 |SMH CONSTRUCTION COMPANY, IN |JIM CONSTRUCTION, INC. |WOLF CREEK CONTRACTING COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL CONCRETE BOX CULVERT | | | 0005 203001-000 LUMP | 3736.40000 3736.40| 5250.00000 5250.00| 15000.00000 15000.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP | 8896.60000 8896.60| 7100.00000 7100.00| 4000.00000 4000.00 MOBILIZATION | | | 0015 212005-000 21.000 CY | 95.55000 2006.55| 125.00000 2625.00| 75.00000 1575.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 218003-000 48.000 CY | 186.93000 8972.64| 241.50000 11592.00| 150.00000 7200.00 GABION | | | 0025 307001-000 33.000 CY | 109.85000 3625.05| 116.50000 3844.50| 75.00000 2475.00 AGGREGATE BASE COURSE, CLASS I | | | 0030 601002-001 3.500 CY | 2135.00000 7472.50| 1200.00000 4200.00| 650.00000 2275.00 CLASS B CONCRETE | | | 0035 604070-083 30.000 LF | 1146.25000 34387.50| 1115.00000 33450.00| 750.00000 22500.00 8X6 FT PRECAST CONCRETE BOX CULVERT | | | 0040 607001-001 100.000 LF | 25.55000 2555.00| 40.50000 4050.00| 50.00000 5000.00 TYPE 1 GUARDRAIL, CLASS I | | | 0045 636005-001 1.000 LS | 10654.80000 10654.80| 11375.00000 11375.00| 22000.00000 22000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0050 636011-001 5543.000 UN | 1.22000 6762.46| 0.90000 4988.70| 1.15000 6374.45 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 40.000 HR | 58.92000 2356.80| 61.25000 2450.00| 50.00000 2000.00 FLAGGER | | | 0060 637001-001 0.500 MG | 0.01000 0.01| 500.00000 250.00| 15000.00000 7500.00 WATER FOR DUST PALLIATIVE | | | 0065 642012-001 250.000 LF | 3.00000 750.00| 4.25000 1062.50| 2.50000 625.00 SILT FENCE | | | SECTION TOTALS | $ 92,176.31| $ 92,237.70| $ 98,524.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 92,176.31| $ 92,237.70| $ 98,524.45 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0615702 COUNTIES : WYOMING LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0778477 |( 5 ) 55-0710073 |( 6 ) 27-0738567 |HOKE BROTHERS CONTRACTING, I |TEAYS RIVER CONSTRUCTION COM |R.K. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL CONCRETE BOX CULVERT | | | 0005 203001-000 LUMP | 10000.00000 10000.00| 11500.00000 11500.00| 3854.66000 3854.66 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 12294.06000 12294.06 MOBILIZATION | | | 0015 212005-000 21.000 CY | 220.00000 4620.00| 100.00000 2100.00| 138.59000 2910.39 SELECT MATERIAL FOR BACKFILLING | | | 0020 218003-000 48.000 CY | 220.00000 10560.00| 250.00000 12000.00| 171.04000 8209.92 GABION | | | 0025 307001-000 33.000 CY | 75.00000 2475.00| 175.00000 5775.00| 133.87000 4417.71 AGGREGATE BASE COURSE, CLASS I | | | 0030 601002-001 3.500 CY | 1100.00000 3850.00| 1400.00000 4900.00| 1451.98000 5081.93 CLASS B CONCRETE | | | 0035 604070-083 30.000 LF | 900.00000 27000.00| 1200.00000 36000.00| 1217.63000 36528.90 8X6 FT PRECAST CONCRETE BOX CULVERT | | | 0040 607001-001 100.000 LF | 40.00000 4000.00| 45.00000 4500.00| 45.00000 4500.00 TYPE 1 GUARDRAIL, CLASS I | | | 0045 636005-001 1.000 LS | 25000.00000 25000.00| 25000.00000 25000.00| 33257.87000 33257.87 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0050 636011-001 5543.000 UN | 1.25000 6928.75| 1.00000 5543.00| 1.26000 6984.18 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 40.000 HR | 55.00000 2200.00| 55.00000 2200.00| 60.00000 2400.00 FLAGGER | | | 0060 637001-001 0.500 MG | 0.02000 0.01| 100.00000 50.00| 1.00000 0.50 WATER FOR DUST PALLIATIVE | | | 0065 642012-001 250.000 LF | 2.00000 500.00| 5.00000 1250.00| 2.71000 677.50 SILT FENCE | | | SECTION TOTALS | $ 102,133.76| $ 115,818.00| $ 121,117.62 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 102,133.76| $ 115,818.00| $ 121,117.62 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0615702 COUNTIES : WYOMING LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0581702 |( ) |( ) |CLAUDE ERPS CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL CONCRETE BOX CULVERT | | | 0005 203001-000 LUMP | 8000.00000 8000.00| | DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP | 5000.00000 5000.00| | MOBILIZATION | | | 0015 212005-000 21.000 CY | 148.00000 3108.00| | SELECT MATERIAL FOR BACKFILLING | | | 0020 218003-000 48.000 CY | 205.00000 9840.00| | GABION | | | 0025 307001-000 33.000 CY | 180.00000 5940.00| | AGGREGATE BASE COURSE, CLASS I | | | 0030 601002-001 3.500 CY | 1260.00000 4410.00| | CLASS B CONCRETE | | | 0035 604070-083 30.000 LF | 2037.00000 61110.00| | 8X6 FT PRECAST CONCRETE BOX CULVERT | | | 0040 607001-001 100.000 LF | 65.00000 6500.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0045 636005-001 1.000 LS | 15750.00000 15750.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0050 636011-001 5543.000 UN | 11.00000 60973.00| | TRAFFIC CONTROL DEVICE | | | 0055 636014-001 40.000 HR | 50.00000 2000.00| | FLAGGER | | | 0060 637001-001 0.500 MG | 60.00000 30.00| | WATER FOR DUST PALLIATIVE | | | 0065 642012-001 250.000 LF | 0.30000 75.00| | SILT FENCE | | | SECTION TOTALS | $ 182,736.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 182,736.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : HUNTINGTON CBD & ARTERIAL SIGNAL RENOVATION PROJECT(S) : U306-0527/00-000.38 00 CMAG 0527 003 D00 LOCATION: I/S - 6TH AVE. & 6TH ST. U306-0060/00-002.97 00 CMAG 0060 236 D00 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 3,670,694.10 100.0000% 2 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 3,961,800.00 107.9305% 3 34-1577801 MILLER CABLE COMPANY $ 5,699,300.00 155.2649% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HUNTINGTON CBD TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 135000.00000 135000.00| 44848.50000 44848.50| 63710.00000 63710.00 MOBILIZATION | | | 0010 207001-001 55.000 CY | 460.00000 25300.00| 34.00000 1870.00| 450.00000 24750.00 UNCLASSIFIED EXCAVATION | | | 0015 609001-001 19.000 SY | 55.00000 1045.00| 52.00000 988.00| 45.00000 855.00 CONCRETE SIDEWALK | | | 0020 609002-001 23.000 CY | 235.00000 5405.00| 135.00000 3105.00| 200.00000 4600.00 BED COURSE MATERIAL | | | 0025 609005-001 4.000 EA | 700.00000 2800.00| 690.00000 2760.00| 640.00000 2560.00 CURB RAMP , TYPE I | | | 0030 609005-001 20.000 EA | 700.00000 14000.00| 800.00000 16000.00| 640.00000 12800.00 CURB RAMP , TYPE II | | | 0035 609005-001 3.000 EA | 1100.00000 3300.00| 800.00000 2400.00| 950.00000 2850.00 CURB RAMP , TYPE III | | | 0040 609005-001 3.000 EA | 525.00000 1575.00| 960.00000 2880.00| 520.00000 1560.00 CURB RAMP , TYPE IV | | | 0045 609005-001 10.000 EA | 600.00000 6000.00| 960.00000 9600.00| 650.00000 6500.00 CURB RAMP , TYPE VI | | | 0050 609006-001 210.000 EA | 230.00000 48300.00| 250.00000 52500.00| 400.00000 84000.00 DETECTABLE WARNING SURFACE | | | 0055 636007-001 8760.000 LF | 1.75000 15330.00| 1.50000 13140.00| 0.75000 6570.00 ERADICATION OF PAVEMENT MARKING | | | 0060 636011-001 34690.000 UN | 0.04000 1387.60| 0.70000 24283.00| 0.65000 22548.50 TRAFFIC CONTROL DEVICE | | | 0065 636014-001 3300.000 HR | 5.00000 16500.00| 0.01000 33.00| 48.00000 158400.00 FLAGGER | | | 0070 636021-001 462.000 DA | 10.00000 4620.00| 15.00000 6930.00| 10.00000 4620.00 ELECTRIC ARROW | | | 0075 636025-001 3300.000 DA | 1.10000 3630.00| 1.00000 3300.00| 0.60000 1980.00 WARNING LIGHTS, TYPE B | | | 0080 660001-001 LUMP | 15000.00000 15000.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 01 | | | 0085 660001-001 LUMP | 15000.00000 15000.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 02 | | | 0090 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 03 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 04 | | | 0100 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 05 | | | 0105 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 06 | | | 0110 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 07 | | | 0115 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 08 | | | 0120 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 09 | | | 0125 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 10 | | | 0130 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 11 | | | 0135 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 12 | | | 0140 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 13 | | | 0145 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 14 | | | 0150 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 15 | | | 0155 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 16 | | | 0160 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 17 | | | 0165 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 18 | | | 0170 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 19 | | | 0175 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 20 | | | 0180 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 21 | | | 0185 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 22 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 23 | | | 0195 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 24 | | | 0200 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 25 | | | 0205 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 26 | | | 0210 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 27 | | | 0215 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 28 | | | 0220 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 29 | | | 0225 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 30 | | | 0230 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 31 | | | 0235 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 32 | | | 0240 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 14350.00000 14350.00 SIGNAL CONTROLLER , 33 | | | 0245 660002-020 LUMP | 12000.00000 12000.00| 12000.00000 12000.00| 14084.00000 14084.00 TRAFFIC DETECTOR, VTDS , 01 | | | 0250 660002-020 LUMP | 12000.00000 12000.00| 5900.00000 5900.00| 7685.00000 7685.00 TRAFFIC DETECTOR, VTDS , 02 | | | 0255 660002-020 LUMP | 7000.00000 7000.00| 7700.00000 7700.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 03 | | | 0260 660002-020 LUMP | 7000.00000 7000.00| 5900.00000 5900.00| 7685.00000 7685.00 TRAFFIC DETECTOR, VTDS , 04 | | | 0265 660002-020 LUMP | 7000.00000 7000.00| 7700.00000 7700.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 05 | | | 0270 660002-020 LUMP | 7000.00000 7000.00| 7700.00000 7700.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 06 | | | 0275 660002-020 LUMP | 7000.00000 7000.00| 5900.00000 5900.00| 7685.00000 7685.00 TRAFFIC DETECTOR, VTDS , 10 | | | 0280 660002-020 LUMP | 7000.00000 7000.00| 12700.00000 12700.00| 15450.00000 15450.00 TRAFFIC DETECTOR, VTDS , 11 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 660002-020 LUMP | 7000.00000 7000.00| 7700.00000 7700.00| 11400.00000 11400.00 TRAFFIC DETECTOR, VTDS , 19 | | | 0290 660002-020 LUMP | 7000.00000 7000.00| 7700.00000 7700.00| 10300.00000 10300.00 TRAFFIC DETECTOR, VTDS , 20 | | | 0295 660002-020 LUMP | 7000.00000 7000.00| 5900.00000 5900.00| 7685.00000 7685.00 TRAFFIC DETECTOR, VTDS , 22 | | | 0300 660002-020 LUMP | 7000.00000 7000.00| 5900.00000 5900.00| 7685.00000 7685.00 TRAFFIC DETECTOR, VTDS , 28 | | | 0305 660002-020 LUMP | 7000.00000 7000.00| 7700.00000 7700.00| 9180.00000 9180.00 TRAFFIC DETECTOR, VTDS , 31 | | | 0310 660002-020 LUMP | 7000.00000 7000.00| 7700.00000 7700.00| 10550.00000 10550.00 TRAFFIC DETECTOR, VTDS , 33 | | | 0315 660003-001 252.000 EA | 365.00000 91980.00| 435.00000 109620.00| 500.00000 126000.00 SIGNAL SECTION, G-16 | | | 0320 660003-006 697.000 EA | 260.00000 181220.00| 195.00000 135915.00| 345.00000 240465.00 SIGNAL SECTION, V-12 | | | 0325 660004-025 1.000 EA | 4500.00000 4500.00| 4400.00000 4400.00| 10875.00000 10875.00 SIGNAL SUPPORT, A1 | | | 0330 660004-030 12.000 EA | 6500.00000 78000.00| 10000.00000 120000.00| 19425.00000 233100.00 SIGNAL SUPPORT, A1L , DECORATIVE MAST | | | ARM | | | 0335 660004-040 4.000 EA | 3500.00000 14000.00| 4400.00000 17600.00| 12975.00000 51900.00 SIGNAL SUPPORT, C1 | | | 0340 660004-042 39.000 EA | 5500.00000 214500.00| 5700.00000 222300.00| 14225.00000 554775.00 SIGNAL SUPPORT, C1L | | | 0345 660004-050 2.000 EA | 800.00000 1600.00| 2000.00000 4000.00| 2150.00000 4300.00 SIGNAL SUPPORT, E1 | | | 0350 660005-010 2.000 EA | 600.00000 1200.00| 1000.00000 2000.00| 1550.00000 3100.00 JUNCTION BOX, TYPE H | | | 0355 660006-001 LUMP | 4000.00000 4000.00| 25000.00000 25000.00| 14500.00000 14500.00 SIGNAL INTERCONNECT | | | 0360 660007-001 LUMP | 20000.00000 20000.00| 16000.00000 16000.00| 19250.00000 19250.00 MISCELLANEOUS SIGNAL , 01 | | | 0365 660007-001 LUMP | 20000.00000 20000.00| 4000.00000 4000.00| 2325.00000 2325.00 MISCELLANEOUS SIGNAL , 02 | | | 0370 660007-001 LUMP | 11500.00000 11500.00| 4000.00000 4000.00| 2325.00000 2325.00 MISCELLANEOUS SIGNAL , 03 | | | 0375 660007-001 LUMP | 9500.00000 9500.00| 4000.00000 4000.00| 2750.00000 2750.00 MISCELLANEOUS SIGNAL , 04 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0380 660007-001 LUMP | 12000.00000 12000.00| 12000.00000 12000.00| 18400.00000 18400.00 MISCELLANEOUS SIGNAL , 05 | | | 0385 660007-001 LUMP | 12000.00000 12000.00| 15000.00000 15000.00| 17175.00000 17175.00 MISCELLANEOUS SIGNAL , 06 | | | 0390 660007-001 LUMP | 12000.00000 12000.00| 10500.00000 10500.00| 7150.00000 7150.00 MISCELLANEOUS SIGNAL , 07 | | | 0395 660007-001 LUMP | 9500.00000 9500.00| 10500.00000 10500.00| 6150.00000 6150.00 MISCELLANEOUS SIGNAL , 08 | | | 0400 660007-001 LUMP | 9500.00000 9500.00| 15500.00000 15500.00| 26100.00000 26100.00 MISCELLANEOUS SIGNAL , 09 | | | 0405 660007-001 LUMP | 15500.00000 15500.00| 15500.00000 15500.00| 26500.00000 26500.00 MISCELLANEOUS SIGNAL , 10 | | | 0410 660007-001 LUMP | 12000.00000 12000.00| 4000.00000 4000.00| 2750.00000 2750.00 MISCELLANEOUS SIGNAL , 11 | | | 0415 660007-001 LUMP | 18000.00000 18000.00| 15500.00000 15500.00| 25400.00000 25400.00 MISCELLANEOUS SIGNAL , 12 | | | 0420 660007-001 LUMP | 9500.00000 9500.00| 14500.00000 14500.00| 15150.00000 15150.00 MISCELLANEOUS SIGNAL , 13 | | | 0425 660007-001 LUMP | 10500.00000 10500.00| 12500.00000 12500.00| 14700.00000 14700.00 MISCELLANEOUS SIGNAL , 14 | | | 0430 660007-001 LUMP | 11000.00000 11000.00| 12000.00000 12000.00| 11000.00000 11000.00 MISCELLANEOUS SIGNAL , 15 | | | 0435 660007-001 LUMP | 9500.00000 9500.00| 8500.00000 8500.00| 7100.00000 7100.00 MISCELLANEOUS SIGNAL , 16 | | | 0440 660007-001 LUMP | 9500.00000 9500.00| 10500.00000 10500.00| 15100.00000 15100.00 MISCELLANEOUS SIGNAL , 17 | | | 0445 660007-001 LUMP | 12000.00000 12000.00| 10500.00000 10500.00| 15400.00000 15400.00 MISCELLANEOUS SIGNAL , 18 | | | 0450 660007-001 LUMP | 12000.00000 12000.00| 11000.00000 11000.00| 17650.00000 17650.00 MISCELLANEOUS SIGNAL , 19 | | | 0455 660007-001 LUMP | 12000.00000 12000.00| 11000.00000 11000.00| 18600.00000 18600.00 MISCELLANEOUS SIGNAL , 20 | | | 0460 660007-001 LUMP | 12000.00000 12000.00| 8500.00000 8500.00| 8000.00000 8000.00 MISCELLANEOUS SIGNAL , 21 | | | 0465 660007-001 LUMP | 12000.00000 12000.00| 9500.00000 9500.00| 7750.00000 7750.00 MISCELLANEOUS SIGNAL , 22 | | | 0470 660007-001 LUMP | 11000.00000 11000.00| 10500.00000 10500.00| 8225.00000 8225.00 MISCELLANEOUS SIGNAL , 23 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0475 660007-001 LUMP | 9500.00000 9500.00| 7500.00000 7500.00| 7100.00000 7100.00 MISCELLANEOUS SIGNAL , 24 | | | 0480 660007-001 LUMP | 9500.00000 9500.00| 7500.00000 7500.00| 6950.00000 6950.00 MISCELLANEOUS SIGNAL , 25 | | | 0485 660007-001 LUMP | 11000.00000 11000.00| 7500.00000 7500.00| 7300.00000 7300.00 MISCELLANEOUS SIGNAL , 26 | | | 0490 660007-001 LUMP | 9500.00000 9500.00| 7000.00000 7000.00| 6800.00000 6800.00 MISCELLANEOUS SIGNAL , 27 | | | 0495 660007-001 LUMP | 9500.00000 9500.00| 7000.00000 7000.00| 6800.00000 6800.00 MISCELLANEOUS SIGNAL , 28 | | | 0500 660007-001 LUMP | 9500.00000 9500.00| 7000.00000 7000.00| 6850.00000 6850.00 MISCELLANEOUS SIGNAL , 29 | | | 0505 660007-001 LUMP | 10500.00000 10500.00| 7000.00000 7000.00| 7200.00000 7200.00 MISCELLANEOUS SIGNAL , 30 | | | 0510 660007-001 LUMP | 10500.00000 10500.00| 8500.00000 8500.00| 11175.00000 11175.00 MISCELLANEOUS SIGNAL , 31 | | | 0515 660007-001 LUMP | 11000.00000 11000.00| 8500.00000 8500.00| 7125.00000 7125.00 MISCELLANEOUS SIGNAL , 32 | | | 0520 660007-001 LUMP | 14000.00000 14000.00| 15500.00000 15500.00| 13900.00000 13900.00 MISCELLANEOUS SIGNAL , 33 | | | 0525 660010-001 1.000 EA | 1800.00000 1800.00| 2700.00000 2700.00| 3400.00000 3400.00 PRIORITY CONTROL SYSTEM DETECTOR , D2 | | | 0530 660010-001 16.000 EA | 3600.00000 57600.00| 4200.00000 67200.00| 4900.00000 78400.00 PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0535 660010-001 16.000 EA | 3800.00000 60800.00| 5200.00000 83200.00| 6000.00000 96000.00 PRIORITY CONTROL SYSTEM DETECTOR , D4 | | | 0540 660010-010 1.000 EA | 800.00000 800.00| 1000.00000 1000.00| 650.00000 650.00 PRIORITY CONTROL SYSTEM EMITTER | | | 0545 660017-001 LUMP | 650.00000 650.00| 2500.00000 2500.00| 750.00000 750.00 INTERSECTION PHONE SYSTEM | | | 0550 660060-001 LUMP | 8000.00000 8000.00| 25000.00000 25000.00| 86100.00000 86100.00 MISCELLANEOUS RADIO INSTALLATION | | | 0555 660060-003 105.000 EA | 2000.00000 210000.00| 2860.00000 300300.00| 3735.00000 392175.00 ETHERNET RADIO TRANSCIEVER AND ANTENNA | | | 0560 660060-004 38.000 EA | 800.00000 30400.00| 600.00000 22800.00| 750.00000 28500.00 ETHERNET SWITCH | | | 0565 661001-001 161.000 SF | 11.00000 1771.00| 25.00000 4025.00| 14.00000 2254.00 0.080 IN FLAT SHEET SIGN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -8 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0570 662007-001 24.000 EA | 350.00000 8400.00| 2100.00000 50400.00| 2250.00000 54000.00 LUMINAIRE, , 150W | | | 0575 662007-001 61.000 EA | 350.00000 21350.00| 300.00000 18300.00| 495.00000 30195.00 LUMINAIRE, , 250W | | | 0580 662014-001 LUMP | 10000.00000 10000.00| 15000.00000 15000.00| 220116.00000 220116.00 INCIDENTAL ELECTRICAL WORK | | | 0585 663001-028 756.000 LF | 4.25000 3213.00| 4.00000 3024.00| 1.00000 756.00 EDGE LINE, TYPE IX - 6 IN (WHITE) | | | 0590 663002-042 1080.000 LF | 4.25000 4590.00| 4.00000 4320.00| 2.40000 2592.00 CENTERLINE, TYPE V (YELLOW) | | | 0595 663004-011 721.000 LF | 5.25000 3785.25| 5.00000 3605.00| 4.40000 3172.40 CHANNELIZING LINE, TYPE V - 8 IN | | | 0600 663005-011 2814.000 LF | 13.00000 36582.00| 12.00000 33768.00| 12.00000 33768.00 STOP LINE, TYPE V - 24 IN | | | 0605 663006-010 15456.000 LF | 6.25000 96600.00| 6.00000 92736.00| 6.50000 100464.00 CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 0610 663010-010 2.000 EA | 185.00000 370.00| 175.00000 350.00| 175.00000 350.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0615 663011-010 4.000 EA | 75.00000 300.00| 65.00000 260.00| 75.00000 300.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 2,220,703.85| $ 2,294,360.50| $ 3,683,399.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 HUNTINGTON ARTERIAL TRAFFIC SIGNAL Y031 | | | 0620 204001-000 LUMP | 135000.00000 135000.00| 304575.00000 304575.00| 47150.00000 47150.00 MOBILIZATION | | | 0625 207001-001 39.000 CY | 460.00000 17940.00| 34.00000 1326.00| 450.00000 17550.00 UNCLASSIFIED EXCAVATION | | | 0630 609001-001 8.000 SY | 85.00000 680.00| 52.00000 416.00| 45.00000 360.00 CONCRETE SIDEWALK | | | 0635 609002-001 20.000 CY | 240.00000 4800.00| 135.00000 2700.00| 200.00000 4000.00 BED COURSE MATERIAL | | | 0640 609005-001 23.000 EA | 685.00000 15755.00| 690.00000 15870.00| 640.00000 14720.00 CURB RAMP , TYPE I | | | 0645 609005-001 9.000 EA | 700.00000 6300.00| 800.00000 7200.00| 640.00000 5760.00 CURB RAMP , TYPE II | | | 0650 609005-001 3.000 EA | 525.00000 1575.00| 800.00000 2400.00| 520.00000 1560.00 CURB RAMP , TYPE IV | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -9 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0655 609005-001 7.000 EA | 525.00000 3675.00| 960.00000 6720.00| 650.00000 4550.00 CURB RAMP , TYPE VI | | | 0660 609006-001 148.000 EA | 240.00000 35520.00| 250.00000 37000.00| 400.00000 59200.00 DETECTABLE WARNING SURFACE | | | 0665 636007-001 15674.000 LF | 1.50000 23511.00| 1.25000 19592.50| 0.75000 11755.50 ERADICATION OF PAVEMENT MARKING | | | 0670 636011-001 27010.000 UN | 0.05000 1350.50| 0.70000 18907.00| 0.65000 17556.50 TRAFFIC CONTROL DEVICE | | | 0675 636014-001 2400.000 HR | 0.20000 480.00| 0.01000 24.00| 48.00000 115200.00 FLAGGER | | | 0680 636021-001 336.000 DA | 10.00000 3360.00| 15.00000 5040.00| 10.00000 3360.00 ELECTRIC ARROW | | | 0685 636025-001 2400.000 DA | 1.10000 2640.00| 1.00000 2400.00| 0.60000 1440.00 WARNING LIGHTS, TYPE B | | | 0690 660001-001 LUMP | 15000.00000 15000.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 01 | | | 0695 660001-001 LUMP | 15000.00000 15000.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 02 | | | 0700 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 03 | | | 0705 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 04 | | | 0710 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 05 | | | 0715 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 06 | | | 0720 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 12600.00000 12600.00 SIGNAL CONTROLLER , 07 | | | 0725 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 08 | | | 0730 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 09 | | | 0735 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 10 | | | 0740 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 11 | | | 0745 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 12 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -10 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0750 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 13 | | | 0755 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 14 | | | 0760 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 15 | | | 0765 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12200.00000 12200.00 SIGNAL CONTROLLER , 16 | | | 0770 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 17 | | | 0775 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 18 | | | 0780 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 19 | | | 0785 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 20 | | | 0790 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 21 | | | 0795 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 22 | | | 0800 660001-001 LUMP | 8500.00000 8500.00| 8800.00000 8800.00| 11300.00000 11300.00 SIGNAL CONTROLLER , 23 | | | 0805 660001-001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 12300.00000 12300.00 SIGNAL CONTROLLER , 24 | | | 0810 660002-020 LUMP | 12000.00000 12000.00| 11500.00000 11500.00| 14700.00000 14700.00 TRAFFIC DETECTOR, VTDS , 01 | | | 0815 660002-020 LUMP | 12000.00000 12000.00| 12000.00000 12000.00| 15450.00000 15450.00 TRAFFIC DETECTOR, VTDS , 02 | | | 0820 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 03 | | | 0825 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 04 | | | 0830 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 05 | | | 0840 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10550.00000 10550.00 TRAFFIC DETECTOR, VTDS , 07 | | | 0845 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 08 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -11 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0855 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 10 | | | 0860 660002-020 LUMP | 7000.00000 7000.00| 5500.00000 5500.00| 7685.00000 7685.00 TRAFFIC DETECTOR, VTDS , 11 | | | 0865 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 12 | | | 0870 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 13 | | | 0875 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 14 | | | 0880 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 15 | | | 0885 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 16 | | | 0890 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 17 | | | 0895 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 18 | | | 0900 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 19 | | | 0905 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 20 | | | 0910 660002-020 LUMP | 7000.00000 7000.00| 12000.00000 12000.00| 15450.00000 15450.00 TRAFFIC DETECTOR, VTDS , 21 | | | 0915 660002-020 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10050.00000 10050.00 TRAFFIC DETECTOR, VTDS , 22 | | | 0917 660002-020 LUMP | 7000.00000 7000.00| 12000.00000 12000.00| 15450.00000 15450.00 TRAFFIC DETECTOR, VTDS , 23 | | | 0918 660002-020 LUMP | 7000.00000 7000.00| 12000.00000 12000.00| 15450.00000 15450.00 TRAFFIC DETECTOR, VTDS , 24 | | | 0920 660003-001 162.000 EA | 365.00000 59130.00| 435.00000 70470.00| 500.00000 81000.00 SIGNAL SECTION, G-16 | | | 0925 660003-006 543.000 EA | 260.00000 141180.00| 200.00000 108600.00| 345.00000 187335.00 SIGNAL SECTION, V-12 | | | 0930 660004-025 3.000 EA | 4000.00000 12000.00| 4100.00000 12300.00| 11025.00000 33075.00 SIGNAL SUPPORT, A1 | | | 0935 660004-030 1.000 EA | 6500.00000 6500.00| 5700.00000 5700.00| 12375.00000 12375.00 SIGNAL SUPPORT, A1L | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -12 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0940 660004-040 1.000 EA | 3500.00000 3500.00| 4700.00000 4700.00| 12275.00000 12275.00 SIGNAL SUPPORT, C1 | | | 0945 660004-042 3.000 EA | 5500.00000 16500.00| 5700.00000 17100.00| 13175.00000 39525.00 SIGNAL SUPPORT, C1L | | | 0950 660004-050 4.000 EA | 800.00000 3200.00| 900.00000 3600.00| 2075.00000 8300.00 SIGNAL SUPPORT, E1 | | | 0955 660005-010 3.000 EA | 600.00000 1800.00| 1000.00000 3000.00| 1550.00000 4650.00 JUNCTION BOX, TYPE H | | | 0960 660006-001 LUMP | 4000.00000 4000.00| 15000.00000 15000.00| 16000.00000 16000.00 SIGNAL INTERCONNECT | | | 0965 660007-001 LUMP | 20000.00000 20000.00| 8500.00000 8500.00| 9000.00000 9000.00 MISCELLANEOUS SIGNAL , 01 | | | 0970 660007-001 LUMP | 20000.00000 20000.00| 8500.00000 8500.00| 10500.00000 10500.00 MISCELLANEOUS SIGNAL , 02 | | | 0975 660007-001 LUMP | 9500.00000 9500.00| 8500.00000 8500.00| 9500.00000 9500.00 MISCELLANEOUS SIGNAL , 03 | | | 0980 660007-001 LUMP | 9500.00000 9500.00| 8500.00000 8500.00| 8925.00000 8925.00 MISCELLANEOUS SIGNAL , 04 | | | 0985 660007-001 LUMP | 10500.00000 10500.00| 8500.00000 8500.00| 7700.00000 7700.00 MISCELLANEOUS SIGNAL , 05 | | | 0990 660007-001 LUMP | 10500.00000 10500.00| 12000.00000 12000.00| 4375.00000 4375.00 MISCELLANEOUS SIGNAL , 06 | | | 0995 660007-001 LUMP | 11000.00000 11000.00| 11500.00000 11500.00| 17750.00000 17750.00 MISCELLANEOUS SIGNAL , 07 | | | 1000 660007-001 LUMP | 12000.00000 12000.00| 8500.00000 8500.00| 10100.00000 10100.00 MISCELLANEOUS SIGNAL , 08 | | | 1005 660007-001 LUMP | 9500.00000 9500.00| 7000.00000 7000.00| 4825.00000 4825.00 MISCELLANEOUS SIGNAL , 09 | | | 1010 660007-001 LUMP | 9500.00000 9500.00| 8500.00000 8500.00| 9650.00000 9650.00 MISCELLANEOUS SIGNAL , 10 | | | 1015 660007-001 LUMP | 9500.00000 9500.00| 8500.00000 8500.00| 10200.00000 10200.00 MISCELLANEOUS SIGNAL , 11 | | | 1020 660007-001 LUMP | 9500.00000 9500.00| 8500.00000 8500.00| 10300.00000 10300.00 MISCELLANEOUS SIGNAL , 12 | | | 1025 660007-001 LUMP | 9500.00000 9500.00| 8500.00000 8500.00| 9150.00000 9150.00 MISCELLANEOUS SIGNAL , 13 | | | 1030 660007-001 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 10400.00000 10400.00 MISCELLANEOUS SIGNAL , 14 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -13 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1035 660007-001 LUMP | 9500.00000 9500.00| 8500.00000 8500.00| 5825.00000 5825.00 MISCELLANEOUS SIGNAL , 15 | | | 1040 660007-001 LUMP | 10000.00000 10000.00| 8500.00000 8500.00| 9000.00000 9000.00 MISCELLANEOUS SIGNAL , 16 | | | 1045 660007-001 LUMP | 9500.00000 9500.00| 8500.00000 8500.00| 9175.00000 9175.00 MISCELLANEOUS SIGNAL , 17 | | | 1050 660007-001 LUMP | 9500.00000 9500.00| 8500.00000 8500.00| 9350.00000 9350.00 MISCELLANEOUS SIGNAL , 18 | | | 1055 660007-001 LUMP | 10500.00000 10500.00| 9500.00000 9500.00| 11175.00000 11175.00 MISCELLANEOUS SIGNAL , 19 | | | 1060 660007-001 LUMP | 10000.00000 10000.00| 8500.00000 8500.00| 6100.00000 6100.00 MISCELLANEOUS SIGNAL , 20 | | | 1065 660007-001 LUMP | 10500.00000 10500.00| 8500.00000 8500.00| 8575.00000 8575.00 MISCELLANEOUS SIGNAL , 21 | | | 1070 660007-001 LUMP | 10500.00000 10500.00| 9500.00000 9500.00| 11625.00000 11625.00 MISCELLANEOUS SIGNAL , 22 | | | 1075 660007-001 LUMP | 11000.00000 11000.00| 11500.00000 11500.00| 9950.00000 9950.00 MISCELLANEOUS SIGNAL , 23 | | | 1080 660007-001 LUMP | 9000.00000 9000.00| 9500.00000 9500.00| 9775.00000 9775.00 MISCELLANEOUS SIGNAL , 24 | | | 1090 660010-001 3.000 EA | 1600.00000 4800.00| 1800.00000 5400.00| 2240.00000 6720.00 PRIORITY CONTROL SYSTEM DETECTOR , D1 | | | 1095 660010-001 8.000 EA | 1800.00000 14400.00| 2700.00000 21600.00| 3400.00000 27200.00 PRIORITY CONTROL SYSTEM DETECTOR , D2 | | | 1100 660010-001 11.000 EA | 3500.00000 38500.00| 4200.00000 46200.00| 4900.00000 53900.00 PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 1105 660010-001 2.000 EA | 3700.00000 7400.00| 5200.00000 10400.00| 6000.00000 12000.00 PRIORITY CONTROL SYSTEM DETECTOR , D4 | | | 1110 660010-010 1.000 EA | 800.00000 800.00| 1000.00000 1000.00| 640.00000 640.00 PRIORITY CONTROL SYSTEM EMITTER | | | 1115 660017-001 LUMP | 750.00000 750.00| 4500.00000 4500.00| 750.00000 750.00 INTERSECTION PHONE SYSTEM | | | 1120 660060-001 LUMP | 8000.00000 8000.00| 20000.00000 20000.00| 54400.00000 54400.00 MISCELLANEOUS RADIO INSTALLATION | | | 1125 660060-003 60.000 EA | 2000.00000 120000.00| 2860.00000 171600.00| 3735.00000 224100.00 ETHERNET RADIO TRANSCIEVER AND ANTENNA | | | 1130 660060-004 27.000 EA | 800.00000 21600.00| 600.00000 16200.00| 750.00000 20250.00 ETHERNET SWITCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 020 -14 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0620852R1 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 34-1577801 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |MILLER CABLE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1132 661001-001 200.000 SF | 11.00000 2200.00| 30.00000 6000.00| 24.00000 4800.00 0.080 IN FLAT SHEET SIGN | | | 1135 662007-001 22.000 EA | 300.00000 6600.00| 400.00000 8800.00| 495.00000 10890.00 LUMINAIRE, , 250W | | | 1140 662014-001 LUMP | 4000.00000 4000.00| 4500.00000 4500.00| 75163.00000 75163.00 INCIDENTAL ELECTRICAL WORK | | | 1145 663001-028 180.000 LF | 4.25000 765.00| 4.00000 720.00| 1.00000 180.00 EDGE LINE, TYPE IX - 6 IN (WHITE) | | | 1150 663004-011 34.000 LF | 4.25000 144.50| 5.00000 170.00| 4.40000 149.60 CHANNELIZING LINE, TYPE V - 8 IN | | | 1155 663005-011 1903.000 LF | 13.00000 24739.00| 12.00000 22836.00| 12.00000 22836.00 STOP LINE, TYPE V - 24 IN | | | 1160 663006-010 7883.000 LF | 6.75000 53210.25| 6.00000 47298.00| 6.50000 51239.50 CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 1165 663010-010 1.000 EA | 185.00000 185.00| 175.00000 175.00| 175.00000 175.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | SECTION TOTALS | $ 1,449,990.25| $ 1,667,439.50| $ 2,015,900.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,670,694.10| $ 3,961,800.00| $ 5,699,300.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 0413348R2 COUNTIES : WETZEL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : S. L. MORGAN BRIDGE PROJECT(S) : S352-0036/00-002.16 00 00BR 0036 036 D00 LOCATION: / FISHING CR, 0.02 MI S WV 20 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 1,285,639.10 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,335,613.00 103.8871% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,356,294.60 105.4957% 4 55-0484695 PAULS CONCRETE, INC. $ 1,378,315.75 107.2086% 5 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 1,399,554.55 108.8606% 6 34-1199322 VELOTTA COMPANY, THE $ 1,420,567.75 110.4951% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0413348R2 COUNTIES : WETZEL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0434699 |( 2 ) 62-1345425 |( 3 ) 55-0487806 |SAVAGE CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., 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 | | | 0005 201001-000 1.000 LS | 48000.00000 48000.00| 7950.00000 7950.00| 58000.00000 58000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 65000.00000 65000.00| 104000.00000 104000.00| 66000.00000 66000.00 MOBILIZATION | | | 0015 207001-001 717.000 CY | 13.00000 9321.00| 20.00000 14340.00| 23.00000 16491.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 167.000 CY | 48.25000 8057.75| 72.00000 12024.00| 70.00000 11690.00 SUBGRADE | | | 0025 207034-000 990.000 SY | 1.50000 1485.00| 1.50000 1485.00| 1.70000 1683.00 FABRIC FOR SEPARATION | | | 0030 211001-000 3038.000 CY | 17.50000 53165.00| 19.00000 57722.00| 21.00000 63798.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211008-000 974.000 TN | 45.00000 43830.00| 28.00000 27272.00| 48.00000 46752.00 ROCK BORROW EXCAVATION ,TEMPORARY | | | CAUSEWAY | | | 0040 307001-000 151.000 CY | 66.25000 10003.75| 84.00000 12684.00| 89.00000 13439.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 48.000 CY | 94.50000 4536.00| 85.00000 4080.00| 89.00000 4272.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 408002-001 93.000 GA | 6.75000 627.75| 9.40000 874.20| 10.00000 930.00 BITUMINOUS MATERIAL | | | 0055 502001-012 106.000 SY | 210.00000 22260.00| 225.00000 23850.00| 260.00000 27560.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 606029-001 44.000 LF | 15.00000 660.00| 26.00000 1144.00| 65.00000 2860.00 FREE DRAINING BASE TRENCH | | | 0065 607001-001 325.000 LF | 20.00000 6500.00| 19.00000 6175.00| 19.00000 6175.00 TYPE 1 GUARDRAIL, CLASS I | | | 0070 607006-001 4.000 EA | 1600.00000 6400.00| 1560.00000 6240.00| 1500.00000 6000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0075 636011-001 3290.000 UN | 1.30000 4277.00| 1.60000 5264.00| 1.20000 3948.00 TRAFFIC CONTROL DEVICE | | | 0080 636012-010 1.000 EA | 250.00000 250.00| 55.00000 55.00| 370.00000 370.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0085 636013-001 50.000 EA | 2.00000 100.00| 1.10000 55.00| 3.70000 185.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0413348R2 COUNTIES : WETZEL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0434699 |( 2 ) 62-1345425 |( 3 ) 55-0487806 |SAVAGE CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636014-001 400.000 HR | 45.00000 18000.00| 60.00000 24000.00| 44.00000 17600.00 FLAGGER | | | 0095 636017-001 130.000 LF | 18.00000 2340.00| 33.00000 4290.00| 33.00000 4290.00 TEMPORARY CONCRETE BARRIER | | | 0100 636025-001 1000.000 DA | 1.35000 1350.00| 1.50000 1500.00| 1.30000 1300.00 WARNING LIGHTS, TYPE B | | | 0105 638002-001 5.000 EA | 115.00000 575.00| 51.00000 255.00| 48.00000 240.00 RIGHT OF WAY MARKER | | | 0110 638003-001 2.000 EA | 325.00000 650.00| 140.00000 280.00| 180.00000 360.00 SURVEY MARKER | | | 0115 639001-001 LUMP | 3000.00000 3000.00| 8930.00000 8930.00| 6200.00000 6200.00 CONSTRUCTION LAYOUT STAKE | | | 0120 640003-001 LUMP | 3000.00000 3000.00| 875.00000 875.00| 1200.00000 1200.00 BUILDING EQUIPMENT | | | 0125 640006-001 12.000 MO | 1650.00000 19800.00| 1410.00000 16920.00| 1500.00000 18000.00 SMALL FIELD OFFICE | | | 0130 642004-001 30.000 LB | 15.25000 457.50| 8.90000 267.00| 11.00000 330.00 SEED MIXTURE, TEMPORARY | | | 0135 642005-001 1.000 TN | 900.00000 900.00| 720.00000 720.00| 850.00000 850.00 MULCH, STRAW OR HAY | | | 0140 642006-001 0.200 TN | 790.00000 158.00| 2090.00000 418.00| 1700.00000 340.00 FERTILIZER | | | 0145 642008-001 385.000 LF | 100.00000 38500.00| 12.00000 4620.00| 82.00000 31570.00 TEMPORARY PIPE ,CAUSEWAY | | | 0150 642010-001 0.800 TN | 170.00000 136.00| 440.00000 352.00| 320.00000 256.00 AGRICULTURAL LIMESTONE | | | 0155 642011-001 79.000 EA | 3.00000 237.00| 14.00000 1106.00| 6.00000 474.00 HAY OR STRAW BALE | | | 0160 642012-001 632.000 LF | 2.50000 1580.00| 2.70000 1706.40| 4.30000 2717.60 SILT FENCE | | | 0165 652001-001 0.300 TN | 170.00000 51.00| 440.00000 132.00| 320.00000 96.00 AGRICULTURAL LIMESTONE | | | 0170 652002-001 0.100 TN | 900.00000 90.00| 2090.00000 209.00| 2100.00000 210.00 FERTILIZER, 10-20-10 | | | 0175 652002-002 0.030 TN | 1350.00000 40.50| 2110.00000 63.30| 2700.00000 81.00 FERTILIZER, UREA FORMALDEHYDE | | | 0180 652003-001 11.700 LB | 39.50000 462.15| 9.50000 111.15| 11.00000 128.70 SEED MIXTURES, B, C-1, OR C-2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0413348R2 COUNTIES : WETZEL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0434699 |( 2 ) 62-1345425 |( 3 ) 55-0487806 |SAVAGE CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652003-002 3.600 LB | 90.00000 324.00| 16.00000 57.60| 110.00000 396.00 SEED MIXTURE, D | | | 0190 652004-001 0.400 TN | 1350.00000 540.00| 720.00000 288.00| 850.00000 340.00 STRAW OR HAY MULCH | | | 0195 401001-001 AA1 152.000 TN | 125.00000 19000.00| 115.00000 17480.00| 120.00000 18240.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0200 401001-002 AA2 145.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0205 401002-001 BB1 64.000 TN | 158.00000 10112.00| 135.00000 8640.00| 150.00000 9600.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0210 401002-002 BB2 62.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 405,776.40| $ 378,434.65| $ 444,972.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0215 640004-001 LUMP | 1700.00000 1700.00| 4200.95000 4200.95| 2400.00000 2400.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 1,700.00| $ 4,200.95| $ 2,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10841 | | | 0220 203001-000 LUMP | 45000.00000 45000.00| 20900.00000 20900.00| 18000.00000 18000.00 DISMANTLING STRUCTURE | | | 0225 212001-000 262.000 CY | 65.00000 17030.00| 92.00000 24104.00| 86.00000 22532.00 STRUCTURE EXCAVATION | | | 0230 212004-000 2.000 EA | 47500.00000 95000.00| 41100.00000 82200.00| 19000.00000 38000.00 COFFERDAM | | | 0235 212005-000 13.000 CY | 125.00000 1625.00| 180.00000 2340.00| 200.00000 2600.00 SELECT MATERIAL FOR BACKFILLING | | | 0240 218006-000 1440.000 CY | 40.00000 57600.00| 15.00000 21600.00| 46.00000 66240.00 FOUNDATION PROTECTION | | | 0245 601002-001 200.000 CY | 525.00000 105000.00| 710.00000 142000.00| 590.00000 118000.00 CLASS B CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0413348R2 COUNTIES : WETZEL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0434699 |( 2 ) 62-1345425 |( 3 ) 55-0487806 |SAVAGE CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 601003-001 36.000 CY | 965.00000 34740.00| 955.00000 34380.00| 820.00000 29520.00 CLASS K CONCRETE | | | 0255 601009-001 179.000 CY | 820.00000 146780.00| 765.00000 136935.00| 880.00000 157520.00 CLASS H CONCRETE | | | 0260 602001-001 23318.000 LB | 1.15000 26815.70| 1.30000 30313.40| 1.10000 25649.80 REINFORCING STEEL BAR | | | 0265 602002-001 53385.000 LB | 1.20000 64062.00| 1.40000 74739.00| 1.30000 69400.50 EPOXY COATED REINFORCING STEEL BAR | | | 0270 615001-001 106500.000 LS | 201000.00000 201000.00| 315000.00000 315000.00| 270000.00000 270000.00 STEEL SUPERSTRUCTURE | | | 0275 615030-001 12.000 EA | 1610.00000 19320.00| 690.00000 8280.00| 1500.00000 18000.00 FIXED BEARING, ELASTOMERIC | | | 0280 616005-018 546.000 LF | 105.00000 57330.00| 81.00000 44226.00| 110.00000 60060.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0285 639001-001 LUMP | 5000.00000 5000.00| 12300.00000 12300.00| 8200.00000 8200.00 CONSTRUCTION LAYOUT STAKE | | | 0290 642050-001 4.000 EA | 465.00000 1860.00| 915.00000 3660.00| 1300.00000 5200.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 878,162.70| $ 952,977.40| $ 908,922.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,285,639.10| $ 1,335,613.00| $ 1,356,294.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 021 -6 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0413348R2 COUNTIES : WETZEL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 34-1421920 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |OHIO-WEST VIRGINIA EXCAVATIN |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 | 37500.00000 37500.00| 9000.00000 9000.00| 7650.00000 7650.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 65000.00000 65000.00| 40000.00000 40000.00| 126675.00000 126675.00 MOBILIZATION | | | 0015 207001-001 717.000 CY | 20.00000 14340.00| 20.00000 14340.00| 20.25000 14519.25 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 167.000 CY | 85.00000 14195.00| 72.00000 12024.00| 93.70000 15647.90 SUBGRADE | | | 0025 207034-000 990.000 SY | 2.00000 1980.00| 2.00000 1980.00| 3.20000 3168.00 FABRIC FOR SEPARATION | | | 0030 211001-000 3038.000 CY | 15.00000 45570.00| 18.00000 54684.00| 21.50000 65317.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211008-000 974.000 TN | 50.00000 48700.00| 68.00000 66232.00| 40.00000 38960.00 ROCK BORROW EXCAVATION ,TEMPORARY | | | CAUSEWAY | | | 0040 307001-000 151.000 CY | 85.00000 12835.00| 74.00000 11174.00| 87.40000 13197.40 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 48.000 CY | 100.00000 4800.00| 98.00000 4704.00| 109.00000 5232.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 408002-001 93.000 GA | 6.00000 558.00| 8.50000 790.50| 5.00000 465.00 BITUMINOUS MATERIAL | | | 0055 502001-012 106.000 SY | 250.00000 26500.00| 220.00000 23320.00| 225.00000 23850.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 606029-001 44.000 LF | 50.00000 2200.00| 29.00000 1276.00| 55.00000 2420.00 FREE DRAINING BASE TRENCH | | | 0065 607001-001 325.000 LF | 17.65000 5736.25| 19.00000 6175.00| 25.74000 8365.50 TYPE 1 GUARDRAIL, CLASS I | | | 0070 607006-001 4.000 EA | 1419.00000 5676.00| 1500.00000 6000.00| 980.00000 3920.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0075 636011-001 3290.000 UN | 1.00000 3290.00| 1.55000 5099.50| 0.85000 2796.50 TRAFFIC CONTROL DEVICE | | | 0080 636012-010 1.000 EA | 500.00000 500.00| 350.00000 350.00| 350.00000 350.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0085 636013-001 50.000 EA | 5.00000 250.00| 4.00000 200.00| 3.50000 175.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 021 -7 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0413348R2 COUNTIES : WETZEL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 34-1421920 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |OHIO-WEST VIRGINIA EXCAVATIN |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636014-001 400.000 HR | 0.01000 4.00| 55.00000 22000.00| 40.00000 16000.00 FLAGGER | | | 0095 636017-001 130.000 LF | 40.00000 5200.00| 15.00000 1950.00| 40.00000 5200.00 TEMPORARY CONCRETE BARRIER | | | 0100 636025-001 1000.000 DA | 1.25000 1250.00| 1.50000 1500.00| 1.50000 1500.00 WARNING LIGHTS, TYPE B | | | 0105 638002-001 5.000 EA | 155.00000 775.00| 225.00000 1125.00| 150.00000 750.00 RIGHT OF WAY MARKER | | | 0110 638003-001 2.000 EA | 250.00000 500.00| 300.00000 600.00| 300.00000 600.00 SURVEY MARKER | | | 0115 639001-001 LUMP | 5500.00000 5500.00| 2000.00000 2000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0120 640003-001 LUMP | 1250.00000 1250.00| 900.00000 900.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0125 640006-001 12.000 MO | 1350.00000 16200.00| 1000.00000 12000.00| 1400.00000 16800.00 SMALL FIELD OFFICE | | | 0130 642004-001 30.000 LB | 13.50000 405.00| 15.00000 450.00| 13.50000 405.00 SEED MIXTURE, TEMPORARY | | | 0135 642005-001 1.000 TN | 800.00000 800.00| 900.00000 900.00| 800.00000 800.00 MULCH, STRAW OR HAY | | | 0140 642006-001 0.200 TN | 700.00000 140.00| 800.00000 160.00| 700.00000 140.00 FERTILIZER | | | 0145 642008-001 385.000 LF | 65.00000 25025.00| 120.00000 46200.00| 52.00000 20020.00 TEMPORARY PIPE ,CAUSEWAY | | | 0150 642010-001 0.800 TN | 150.00000 120.00| 160.00000 128.00| 150.00000 120.00 AGRICULTURAL LIMESTONE | | | 0155 642011-001 79.000 EA | 6.00000 474.00| 6.00000 474.00| 10.00000 790.00 HAY OR STRAW BALE | | | 0160 642012-001 632.000 LF | 4.00000 2528.00| 2.50000 1580.00| 3.50000 2212.00 SILT FENCE | | | 0165 652001-001 0.300 TN | 150.00000 45.00| 160.00000 48.00| 150.00000 45.00 AGRICULTURAL LIMESTONE | | | 0170 652002-001 0.100 TN | 800.00000 80.00| 900.00000 90.00| 800.00000 80.00 FERTILIZER, 10-20-10 | | | 0175 652002-002 0.030 TN | 1200.00000 36.00| 1300.00000 39.00| 1200.00000 36.00 FERTILIZER, UREA FORMALDEHYDE | | | 0180 652003-001 11.700 LB | 35.00000 409.50| 38.00000 444.60| 35.00000 409.50 SEED MIXTURES, B, C-1, OR C-2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 021 -8 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0413348R2 COUNTIES : WETZEL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 34-1421920 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |OHIO-WEST VIRGINIA EXCAVATIN |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652003-002 3.600 LB | 80.00000 288.00| 90.00000 324.00| 80.00000 288.00 SEED MIXTURE, D | | | 0190 652004-001 0.400 TN | 1200.00000 480.00| 1300.00000 520.00| 1200.00000 480.00 STRAW OR HAY MULCH | | | 0195 401001-001 AA1 152.000 TN | 110.00000 16720.00| 115.00000 17480.00| 105.00000 15960.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0200 401001-002 AA2 145.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0205 401002-001 BB1 64.000 TN | 140.00000 8960.00| 135.00000 8640.00| 130.00000 8320.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0210 401002-002 BB2 62.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 376,819.75| $ 376,901.60| $ 431,164.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0215 640004-001 LUMP | 3500.00000 3500.00| 2000.00000 2000.00| 1600.00000 1600.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 2,000.00| $ 1,600.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10841 | | | 0220 203001-000 LUMP | 50000.00000 50000.00| 40000.00000 40000.00| 70000.00000 70000.00 DISMANTLING STRUCTURE | | | 0225 212001-000 262.000 CY | 50.00000 13100.00| 75.00000 19650.00| 48.00000 12576.00 STRUCTURE EXCAVATION | | | 0230 212004-000 2.000 EA | 50000.00000 100000.00| 50000.00000 100000.00| 32000.00000 64000.00 COFFERDAM | | | 0235 212005-000 13.000 CY | 100.00000 1300.00| 135.00000 1755.00| 220.00000 2860.00 SELECT MATERIAL FOR BACKFILLING | | | 0240 218006-000 1440.000 CY | 65.00000 93600.00| 65.00000 93600.00| 67.00000 96480.00 FOUNDATION PROTECTION | | | 0245 601002-001 200.000 CY | 875.00000 175000.00| 900.00000 180000.00| 785.00000 157000.00 CLASS B CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 021 -9 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0413348R2 COUNTIES : WETZEL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 34-1421920 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |OHIO-WEST VIRGINIA EXCAVATIN |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 601003-001 36.000 CY | 875.00000 31500.00| 875.00000 31500.00| 1000.00000 36000.00 CLASS K CONCRETE | | | 0255 601009-001 179.000 CY | 875.00000 156625.00| 925.00000 165575.00| 900.00000 161100.00 CLASS H CONCRETE | | | 0260 602001-001 23318.000 LB | 2.00000 46636.00| 1.15000 26815.70| 1.15000 26815.70 REINFORCING STEEL BAR | | | 0265 602002-001 53385.000 LB | 1.00000 53385.00| 1.25000 66731.25| 1.20000 64062.00 EPOXY COATED REINFORCING STEEL BAR | | | 0270 615001-001 106500.000 LS | 220000.00000 220000.00| 224000.00000 224000.00| 205000.00000 205000.00 STEEL SUPERSTRUCTURE | | | 0275 615030-001 12.000 EA | 600.00000 7200.00| 2000.00000 24000.00| 900.00000 10800.00 FIXED BEARING, ELASTOMERIC | | | 0280 616005-018 546.000 LF | 75.00000 40950.00| 81.00000 44226.00| 135.00000 73710.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0285 639001-001 LUMP | 5500.00000 5500.00| 1000.00000 1000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0290 642050-001 4.000 EA | 800.00000 3200.00| 450.00000 1800.00| 600.00000 2400.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 997,996.00| $ 1,020,652.95| $ 987,803.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,378,315.75| $ 1,399,554.55| $ 1,420,567.75 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 0815520R1 COUNTIES : MINERAL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : ELK GARDEN - KITZMILLER PROJECT(S) : S329-0042/00-010.07 00 LOCATION: 0.33 & 0.19 MI S CO 42/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 553,274.50 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 569,476.00 102.9283% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0815520R1 COUNTIES : MINERAL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( ) |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION W/ PILING I000 | | | 0005 201001-000 1.000 LS | 1000.00000 1000.00| 52500.00000 52500.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 36000.00000 36000.00| 63000.00000 63000.00| MOBILIZATION | | | 0015 207001-001 506.000 CY | 5.00000 2530.00| 5.00000 2530.00| UNCLASSIFIED EXCAVATION | | | 0020 218008-000 82.000 TN | 70.00000 5740.00| 21.00000 1722.00| SHOT ROCK | | | 0025 240002-000 2.000 EA | 50.00000 100.00| 200.00000 400.00| CLEAN INLET | | | 0030 604050-016 177.000 LF | 70.00000 12390.00| 70.00000 12390.00| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0035 604050-020 82.000 LF | 100.00000 8200.00| 90.00000 7380.00| 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0040 604050-128 60.000 LF | 225.00000 13500.00| 120.00000 7200.00| 48 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH | | | 0045 605009-001 8.000 EA | 2000.00000 16000.00| 2200.00000 17600.00| TYPE G INLET | | | 0050 607001-001 663.000 LF | 18.00000 11934.00| 18.00000 11934.00| TYPE 1 GUARDRAIL, CLASS I | | | 0055 607009-001 242.000 LF | 10.00000 2420.00| 8.00000 1936.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 614001-004 1280.000 LF | 75.00000 96000.00| 43.00000 55040.00| HP10X57 STEEL PILE | | | 0065 614001-008 1240.000 LF | 85.00000 105400.00| 52.00000 64480.00| HP12X74 STEEL PILE | | | 0070 614003-001 1512.000 SF | 12.00000 18144.00| 10.00000 15120.00| CONCRETE LAGGING, THICKNESS 6" | | | 0075 636008-001 3500.000 LF | 0.50000 1750.00| 0.25000 875.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0080 636011-001 3210.000 UN | 0.50000 1605.00| 0.80000 2568.00| TRAFFIC CONTROL DEVICE | | | 0085 636014-001 1000.000 HR | 40.00000 40000.00| 0.01000 10.00| FLAGGER | | | 0090 636017-001 244.000 LF | 10.00000 2440.00| 10.00000 2440.00| TEMPORARY CONCRETE BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0815520R1 COUNTIES : MINERAL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( ) |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636018-001 244.000 LF | 5.00000 1220.00| 2.00000 488.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0100 636025-001 410.000 DA | 1.00000 410.00| 3.50000 1435.00| WARNING LIGHTS, TYPE B | | | 0105 639001-001 LUMP | 2000.00000 2000.00| 66000.00000 66000.00| CONSTRUCTION LAYOUT STAKE | | | 0110 642004-003 27.600 LB | 7.00000 193.20| 20.00000 552.00| SEED MIXTURE, D | | | 0115 642005-001 3.520 TN | 250.00000 880.00| 600.00000 2112.00| MULCH, STRAW OR HAY | | | 0120 642006-001 0.100 TN | 500.00000 50.00| 600.00000 60.00| FERTILIZER | | | 0125 642010-001 0.570 TN | 200.00000 114.00| 200.00000 114.00| AGRICULTURAL LIMESTONE | | | 0130 642012-001 1174.000 LF | 1.50000 1761.00| 2.00000 2348.00| SILT FENCE | | | 0135 642031-001 18.000 EA | 25.00000 450.00| 50.00000 900.00| DITCH CHECK | | | 0140 642033-001 55.000 CY | 30.00000 1650.00| 5.00000 275.00| SEDIMENT TRAP | | | 0145 652001-001 0.570 TN | 250.00000 142.50| 200.00000 114.00| AGRICULTURAL LIMESTONE | | | 0150 652002-001 0.100 TN | 750.00000 75.00| 600.00000 60.00| FERTILIZER, 10-20-10 | | | 0155 652002-002 0.040 TN | 1000.00000 40.00| 1000.00000 40.00| FERTILIZER, UREA FORMALDEHYDE | | | 0160 652003-002 27.600 LB | 8.00000 220.80| 20.00000 552.00| SEED MIXTURE, D | | | 0165 652004-001 3.520 TN | 200.00000 704.00| 600.00000 2112.00| STRAW OR HAY MULCH | | | 0170 663001-005 0.660 MI | 2200.00000 1452.00| 1000.00000 660.00| EDGE LINE, TYPE II - 4 IN WHITE | | | 0175 663002-004 0.660 MI | 2200.00000 1452.00| 1000.00000 660.00| LANE LINE, TYPE II - 4 IN YELLOW | | | 0180 307005-001 AA1 73.000 TN | 40.00000 2920.00| 21.00000 1533.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0815520R1 COUNTIES : MINERAL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( ) |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 307005-002 AA2 69.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0190 307005-001 BB1 63.000 TN | 40.00000 2520.00| 21.00000 1323.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0195 307005-002 BB2 60.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0200 307005-001 CC1 95.000 TN | 40.00000 3800.00| 61.00000 5795.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0205 307005-002 CC2 90.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0210 401001-001 DD1 1274.000 TN | 75.00000 95550.00| 73.00000 93002.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0215 401001-002 DD2 1209.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0220 401002-001 EE1 738.000 TN | 82.00000 60516.00| 82.00000 60516.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0225 401002-002 EE2 701.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 094 636023-001 1.000 LS | 1.00000 1.00| 9700.00000 9700.00| TEMPORARY TRAFFIC SIGNAL | | | SECTION TOTALS | $ 553,274.50| $ 569,476.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 553,274.50| $ 569,476.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : LINMONT BRIDGE PROJECT(S) : S306-0160/04-000.01 00 ACBR 1604 001 D00 LOCATION: / MUD RIVER, 0.01 MI N US 60 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0484695 PAULS CONCRETE, INC. $ 2,029,501.50 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 2,489,333.81 122.6574% 3 34-1199322 VELOTTA COMPANY, THE $ 2,617,322.65 128.9638% 4 61-0718956 BUSH & BURCHETT, INC. $ 2,987,368.65 147.1972% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |PAULS CONCRETE, 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 | 35000.00000 35000.00| 85000.00000 85000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 4500.00000 4500.00| 13000.00000 13000.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 204001-000 LUMP | 60000.00000 60000.00| 105000.00000 105000.00| 175000.00000 175000.00 MOBILIZATION | | | 0020 207001-001 4083.000 CY | 12.00000 48996.00| 22.00000 89826.00| 20.00000 81660.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 369.000 CY | 65.00000 23985.00| 47.00000 17343.00| 70.00000 25830.00 SUBGRADE | | | 0030 207034-000 2152.000 SY | 2.00000 4304.00| 2.30000 4949.60| 2.50000 5380.00 FABRIC FOR SEPARATION | | | 0035 211002-000 563.000 CY | 55.00000 30965.00| 53.00000 29839.00| 60.00000 33780.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 345.000 CY | 65.00000 22425.00| 76.00000 26220.00| 85.00000 29325.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 224.000 CY | 70.00000 15680.00| 76.00000 17024.00| 85.00000 19040.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 408002-001 140.000 GA | 2.00000 280.00| 3.20000 448.00| 2.00000 280.00 BITUMINOUS MATERIAL | | | 0055 502001-012 116.000 SY | 220.00000 25520.00| 240.00000 27840.00| 215.00000 24940.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 601002-001 1.000 CY | 1500.00000 1500.00| 2200.00000 2200.00| 1500.00000 1500.00 CLASS B CONCRETE | | | 0065 605004-001 2.000 EA | 2000.00000 4000.00| 2700.00000 5400.00| 2200.00000 4400.00 TYPE B INLET | | | 0070 605009-001 1.000 EA | 2200.00000 2200.00| 2700.00000 2700.00| 2300.00000 2300.00 TYPE G INLET | | | 0075 606020-001 454.000 LF | 8.00000 3632.00| 16.00000 7264.00| 13.50000 6129.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 4 I | | | 0080 607001-001 375.000 LF | 15.60000 5850.00| 17.00000 6375.00| 20.00000 7500.00 TYPE 1 GUARDRAIL, CLASS I | | | 0085 607001-001 100.000 LF | 13.74000 1374.00| 15.00000 1500.00| 18.00000 1800.00 TYPE 1 GUARDRAIL, CLASS II | | | 0090 607006-001 4.000 EA | 1236.00000 4944.00| 1300.00000 5200.00| 925.00000 3700.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |PAULS CONCRETE, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607010-020 293.000 LF | 1.30000 380.90| 1.40000 410.20| 2.50000 732.50 GUARDRAIL REMOVAL | | | 0100 607065-001 1.000 EA | 1769.00000 1769.00| 1900.00000 1900.00| 1570.00000 1570.00 FLARED END TERMINAL | | | 0105 610001-001 194.000 LF | 50.00000 9700.00| 57.00000 11058.00| 45.00000 8730.00 PLAIN CONCRETE CURBING, TYPE I | | | 0110 610005-002 18.000 LF | 50.00000 900.00| 110.00000 1980.00| 45.00000 810.00 BITUMINOUS CURB, TYPE II | | | 0115 633001-001 161.000 SY | 75.00000 12075.00| 85.00000 13685.00| 60.00000 9660.00 CONCRETE GUTTER | | | 0120 633003-001 288.000 CY | 55.00000 15840.00| 67.00000 19296.00| 55.00000 15840.00 DUMPED ROCK GUTTER | | | 0125 636007-001 6140.000 LF | 1.50000 9210.00| 0.53000 3254.20| 0.50000 3070.00 ERADICATION OF PAVEMENT MARKING | | | 0130 636008-001 5900.000 LF | 0.25000 1475.00| 0.32000 1888.00| 0.30000 1770.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0135 636011-001 5565.000 UN | 0.79000 4396.35| 1.10000 6121.50| 1.00000 5565.00 TRAFFIC CONTROL DEVICE | | | 0140 636012-010 1.000 EA | 500.00000 500.00| 110.00000 110.00| 100.00000 100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0145 636013-001 50.000 EA | 5.00000 250.00| 1.10000 55.00| 1.00000 50.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0150 636014-001 176.000 HR | 50.00000 8800.00| 58.00000 10208.00| 42.00000 7392.00 FLAGGER | | | 0155 636022-001 368.000 DA | 40.00000 14720.00| 21.00000 7728.00| 40.00000 14720.00 CHANGEABLE MESSAGE SIGN | | | 0160 636025-001 174.000 DA | 1.25000 217.50| 3.50000 609.00| 3.30000 574.20 WARNING LIGHTS, TYPE B | | | 0165 638002-001 5.000 EA | 125.00000 625.00| 32.00000 160.00| 150.00000 750.00 RIGHT OF WAY MARKER | | | 0170 638004-001 1.000 EA | 200.00000 200.00| 32.00000 32.00| 300.00000 300.00 OUTLET MARKER | | | 0175 639001-001 LUMP | 5500.00000 5500.00| 8200.00000 8200.00| 9000.00000 9000.00 CONSTRUCTION LAYOUT STAKE | | | 0180 640001-001 9.000 MO | 1100.00000 9900.00| 1900.00000 17100.00| 1650.00000 14850.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |PAULS CONCRETE, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 640003-001 LUMP | 1250.00000 1250.00| 2400.00000 2400.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0190 642004-001 766.000 LB | 0.25000 191.50| 0.27000 206.82| 0.25000 191.50 SEED MIXTURE, TEMPORARY | | | 0195 642004-002 185.000 LB | 1.00000 185.00| 2.10000 388.50| 2.00000 370.00 SEED MIXTURE, B | | | 0200 642004-003 711.000 LB | 1.00000 711.00| 5.30000 3768.30| 5.00000 3555.00 SEED MIXTURE, D | | | 0205 642005-001 25.500 TN | 140.00000 3570.00| 410.00000 10455.00| 390.00000 9945.00 MULCH, STRAW OR HAY | | | 0210 642006-001 5.100 TN | 400.00000 2040.00| 1100.00000 5610.00| 1000.00000 5100.00 FERTILIZER | | | 0215 642007-001 25.000 SY | 10.00000 250.00| 11.00000 275.00| 10.00000 250.00 FIBER MATTING | | | 0220 642009-001 200.000 LF | 1.00000 200.00| 3.40000 680.00| 10.00000 2000.00 CONTOUR DITCH | | | 0225 642010-001 19.100 TN | 30.00000 573.00| 32.00000 611.20| 30.00000 573.00 AGRICULTURAL LIMESTONE | | | 0230 642012-001 3700.000 LF | 2.00000 7400.00| 4.30000 15910.00| 3.75000 13875.00 SILT FENCE | | | 0235 642031-001 6.000 EA | 75.00000 450.00| 180.00000 1080.00| 150.00000 900.00 DITCH CHECK | | | 0240 642033-001 20.000 CY | 30.00000 600.00| 210.00000 4200.00| 50.00000 1000.00 SEDIMENT TRAP | | | 0245 642036-001 10.000 CY | 30.00000 300.00| 20.00000 200.00| 50.00000 500.00 SEDIMENT REMOVAL | | | 0250 642040-001 1.000 EA | 100.00000 100.00| 140.00000 140.00| 150.00000 150.00 INLET PROTECTION | | | 0255 652001-001 19.100 TN | 30.00000 573.00| 32.00000 611.20| 30.00000 573.00 AGRICULTURAL LIMESTONE | | | 0260 652002-001 5.100 TN | 400.00000 2040.00| 1100.00000 5610.00| 1000.00000 5100.00 FERTILIZER, 10-20-10 | | | 0265 652003-001 185.000 LB | 1.00000 185.00| 2.10000 388.50| 2.00000 370.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0270 652003-002 685.000 LB | 1.00000 685.00| 5.30000 3630.50| 5.00000 3425.00 SEED MIXTURE, D | | | 0275 652004-001 25.500 TN | 140.00000 3570.00| 410.00000 10455.00| 390.00000 9945.00 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -5 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |PAULS CONCRETE, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 657008-001 11.000 LF | 18.00000 198.00| 8.50000 93.50| 8.00000 88.00 2.00 LB CHANNEL POST | | | 0285 657010-001 28.000 LF | 19.00000 532.00| 11.00000 308.00| 10.00000 280.00 3.00 LB CHANNEL POST | | | 0290 657018-001 4.000 EA | 25.00000 100.00| 16.00000 64.00| 15.00000 60.00 POST REMOVAL | | | 0295 661001-001 13.000 SF | 15.00000 195.00| 27.00000 351.00| 25.00000 325.00 0.080 IN FLAT SHEET SIGN | | | 0300 661011-001 1.000 EA | 50.00000 50.00| 42.00000 42.00| 40.00000 40.00 INSTALLATION OF REUSABLE SIGN | | | 0305 663001-004 3250.000 LF | 0.25000 812.50| 0.27000 877.50| 0.25000 812.50 EDGE LINE, TYPE II - 4 IN WHITE | | | 0310 663002-038 4675.000 LF | 0.25000 1168.75| 0.27000 1262.25| 0.25000 1168.75 CENTERLINE, TYPE II - 4 IN | | | 0315 663004-003 100.000 LF | 0.50000 50.00| 0.32000 32.00| 0.30000 30.00 CHANNELIZING LINE, TYPE I - 8 IN | | | 0320 663005-011 36.000 LF | 15.00000 540.00| 13.00000 468.00| 12.00000 432.00 STOP LINE, TYPE V - 24 IN | | | 0325 663007-010 880.000 LF | 9.00000 7920.00| 6.40000 5632.00| 6.00000 5280.00 STRIPE, TYPE V - 12 IN YELLOW | | | 0330 663010-010 2.000 EA | 175.00000 350.00| 210.00000 420.00| 200.00000 400.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0335 401001-001 AA1 508.000 TN | 91.00000 46228.00| 94.00000 47752.00| 91.00000 46228.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0340 401001-002 AA2 485.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0345 401001-001 BB1 124.000 TN | 91.00000 11284.00| 94.00000 11656.00| 91.00000 11284.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0350 401001-002 BB2 119.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0355 402001-001 CC1 479.000 TN | | 94.00000 45026.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -6 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |PAULS CONCRETE, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0360 402001-002 CC2 457.000 TN | 96.00000 43872.00| | 96.00000 43872.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0365 401003-001 DD1 128.000 TN | 96.00000 12288.00| 94.00000 12032.00| 96.00000 12288.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0370 401003-002 DD2 122.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0375 604076-016 EE1 88.000 LF | 75.00000 6600.00| 84.00000 7392.00| 65.00000 5720.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0380 604002-016 EE2 88.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0385 604037-016 EE3 88.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | A2 | | | SECTION TOTALS | $ 548,675.50| $ 750,951.77| $ 721,678.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10929 | | | 0390 203001-000 LUMP | 35000.00000 35000.00| 39000.00000 39000.00| 54000.00000 54000.00 DISMANTLING STRUCTURE | | | 0395 211002-000 1527.000 CY | 55.00000 83985.00| 52.00000 79404.00| 58.00000 88566.00 ROCK BORROW EXCAVATION | | | 0400 212001-000 80.000 CY | 65.00000 5200.00| 210.00000 16800.00| 200.00000 16000.00 STRUCTURE EXCAVATION | | | 0405 212002-000 376.000 CY | 100.00000 37600.00| 34.00000 12784.00| 65.00000 24440.00 WET EXCAVATION | | | 0410 212004-000 2.000 EA | 55000.00000 110000.00| 70000.00000 140000.00| 134000.00000 268000.00 COFFERDAM | | | 0415 212005-000 60.000 CY | 125.00000 7500.00| 150.00000 9000.00| 160.00000 9600.00 SELECT MATERIAL FOR BACKFILLING | | | 0420 601002-001 361.000 CY | 400.00000 144400.00| 600.00000 216600.00| 630.00000 227430.00 CLASS B CONCRETE | | | 0425 601003-001 49.000 CY | 750.00000 36750.00| 660.00000 32340.00| 810.00000 39690.00 CLASS K CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -7 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |PAULS CONCRETE, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0430 601009-001 237.000 CY | 775.00000 183675.00| 950.00000 225150.00| 804.00000 190548.00 CLASS H CONCRETE | | | 0435 602001-001 64078.000 LB | 1.00000 64078.00| 0.98000 62796.44| 1.20000 76893.60 REINFORCING STEEL BAR | | | 0440 602002-001 63418.000 LB | 1.00000 63418.00| 1.20000 76101.60| 1.20000 76101.60 EPOXY COATED REINFORCING STEEL BAR | | | 0445 615001-001 230100.000 LS | 410000.00000 410000.00| 407000.00000 407000.00| 431500.00000 431500.00 STEEL SUPERSTRUCTURE | | | 0450 615030-001 8.000 EA | 500.00000 4000.00| 1300.00000 10400.00| 1500.00000 12000.00 FIXED BEARING, ELASTOMERIC | | | 0455 616005-008 1398.000 LF | 70.00000 97860.00| 72.00000 100656.00| 80.00000 111840.00 HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0460 625001-020 93.000 LF | 570.00000 53010.00| 1100.00000 102300.00| 895.00000 83235.00 60 INCH DIAMETER DRILLED CAISSONS | | | 0465 625003-018 180.000 LF | 670.00000 120600.00| 1000.00000 180000.00| 895.00000 161100.00 54 INCH ROCK SOCKET FOUNDATION | | | 0470 625005-001 150.000 LF | 85.00000 12750.00| 47.00000 7050.00| 50.00000 7500.00 PREINSTALLATION CORE HOLE | | | 0475 639001-001 LUMP | 7500.00000 7500.00| 16000.00000 16000.00| 14000.00000 14000.00 CONSTRUCTION LAYOUT STAKE | | | 0480 642050-001 2.000 EA | 750.00000 1500.00| 1300.00000 2600.00| 600.00000 1200.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 1,478,826.00| $ 1,735,982.04| $ 1,893,644.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0485 640004-001 LUMP | 2000.00000 2000.00| 2400.00000 2400.00| 2000.00000 2000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,000.00| $ 2,400.00| $ 2,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,029,501.50| $ 2,489,333.81| $ 2,617,322.65 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -8 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0718956 |( ) |( ) |BUSH & BURCHETT, 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 | 130000.00000 130000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 30000.00000 30000.00| | BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 204001-000 LUMP | 150000.00000 150000.00| | MOBILIZATION | | | 0020 207001-001 4083.000 CY | 16.00000 65328.00| | UNCLASSIFIED EXCAVATION | | | 0025 207002-000 369.000 CY | 80.00000 29520.00| | SUBGRADE | | | 0030 207034-000 2152.000 SY | 3.00000 6456.00| | FABRIC FOR SEPARATION | | | 0035 211002-000 563.000 CY | 60.00000 33780.00| | ROCK BORROW EXCAVATION | | | 0040 307001-000 345.000 CY | 90.00000 31050.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 224.000 CY | 90.00000 20160.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0050 408002-001 140.000 GA | 2.00000 280.00| | BITUMINOUS MATERIAL | | | 0055 502001-012 116.000 SY | 300.00000 34800.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 601002-001 1.000 CY | 1200.00000 1200.00| | CLASS B CONCRETE | | | 0065 605004-001 2.000 EA | 3000.00000 6000.00| | TYPE B INLET | | | 0070 605009-001 1.000 EA | 3000.00000 3000.00| | TYPE G INLET | | | 0075 606020-001 454.000 LF | 15.00000 6810.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 4 I | | | 0080 607001-001 375.000 LF | 20.00000 7500.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0085 607001-001 100.000 LF | 18.00000 1800.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0090 607006-001 4.000 EA | 925.00000 3700.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -9 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0718956 |( ) |( ) |BUSH & BURCHETT, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607010-020 293.000 LF | 5.00000 1465.00| | GUARDRAIL REMOVAL | | | 0100 607065-001 1.000 EA | 1570.00000 1570.00| | FLARED END TERMINAL | | | 0105 610001-001 194.000 LF | 50.00000 9700.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0110 610005-002 18.000 LF | 150.00000 2700.00| | BITUMINOUS CURB, TYPE II | | | 0115 633001-001 161.000 SY | 100.00000 16100.00| | CONCRETE GUTTER | | | 0120 633003-001 288.000 CY | 70.00000 20160.00| | DUMPED ROCK GUTTER | | | 0125 636007-001 6140.000 LF | 0.50000 3070.00| | ERADICATION OF PAVEMENT MARKING | | | 0130 636008-001 5900.000 LF | 0.30000 1770.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0135 636011-001 5565.000 UN | 1.00000 5565.00| | TRAFFIC CONTROL DEVICE | | | 0140 636012-010 1.000 EA | 100.00000 100.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0145 636013-001 50.000 EA | 1.00000 50.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0150 636014-001 176.000 HR | 50.00000 8800.00| | FLAGGER | | | 0155 636022-001 368.000 DA | 40.00000 14720.00| | CHANGEABLE MESSAGE SIGN | | | 0160 636025-001 174.000 DA | 3.30000 574.20| | WARNING LIGHTS, TYPE B | | | 0165 638002-001 5.000 EA | 100.00000 500.00| | RIGHT OF WAY MARKER | | | 0170 638004-001 1.000 EA | 100.00000 100.00| | OUTLET MARKER | | | 0175 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | 0180 640001-001 9.000 MO | 2500.00000 22500.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -10 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0718956 |( ) |( ) |BUSH & BURCHETT, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 640003-001 LUMP | 4000.00000 4000.00| | BUILDING EQUIPMENT | | | 0190 642004-001 766.000 LB | 1.00000 766.00| | SEED MIXTURE, TEMPORARY | | | 0195 642004-002 185.000 LB | 1.50000 277.50| | SEED MIXTURE, B | | | 0200 642004-003 711.000 LB | 6.50000 4621.50| | SEED MIXTURE, D | | | 0205 642005-001 25.500 TN | 600.00000 15300.00| | MULCH, STRAW OR HAY | | | 0210 642006-001 5.100 TN | 1475.00000 7522.50| | FERTILIZER | | | 0215 642007-001 25.000 SY | 2.50000 62.50| | FIBER MATTING | | | 0220 642009-001 200.000 LF | 1.00000 200.00| | CONTOUR DITCH | | | 0225 642010-001 19.100 TN | 25.00000 477.50| | AGRICULTURAL LIMESTONE | | | 0230 642012-001 3700.000 LF | 1.00000 3700.00| | SILT FENCE | | | 0235 642031-001 6.000 EA | 100.00000 600.00| | DITCH CHECK | | | 0240 642033-001 20.000 CY | 50.00000 1000.00| | SEDIMENT TRAP | | | 0245 642036-001 10.000 CY | 50.00000 500.00| | SEDIMENT REMOVAL | | | 0250 642040-001 1.000 EA | 200.00000 200.00| | INLET PROTECTION | | | 0255 652001-001 19.100 TN | 25.00000 477.50| | AGRICULTURAL LIMESTONE | | | 0260 652002-001 5.100 TN | 1475.00000 7522.50| | FERTILIZER, 10-20-10 | | | 0265 652003-001 185.000 LB | 1.50000 277.50| | SEED MIXTURES, B, C-1, OR C-2 | | | 0270 652003-002 685.000 LB | 7.00000 4795.00| | SEED MIXTURE, D | | | 0275 652004-001 25.500 TN | 600.00000 15300.00| | STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -11 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0718956 |( ) |( ) |BUSH & BURCHETT, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 657008-001 11.000 LF | 50.00000 550.00| | 2.00 LB CHANNEL POST | | | 0285 657010-001 28.000 LF | 60.00000 1680.00| | 3.00 LB CHANNEL POST | | | 0290 657018-001 4.000 EA | 100.00000 400.00| | POST REMOVAL | | | 0295 661001-001 13.000 SF | 150.00000 1950.00| | 0.080 IN FLAT SHEET SIGN | | | 0300 661011-001 1.000 EA | 500.00000 500.00| | INSTALLATION OF REUSABLE SIGN | | | 0305 663001-004 3250.000 LF | 0.25000 812.50| | EDGE LINE, TYPE II - 4 IN WHITE | | | 0310 663002-038 4675.000 LF | 0.25000 1168.75| | CENTERLINE, TYPE II - 4 IN | | | 0315 663004-003 100.000 LF | 0.30000 30.00| | CHANNELIZING LINE, TYPE I - 8 IN | | | 0320 663005-011 36.000 LF | 12.00000 432.00| | STOP LINE, TYPE V - 24 IN | | | 0325 663007-010 880.000 LF | 6.00000 5280.00| | STRIPE, TYPE V - 12 IN YELLOW | | | 0330 663010-010 2.000 EA | 200.00000 400.00| | ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0335 401001-001 AA1 508.000 TN | 91.00000 46228.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0340 401001-002 AA2 485.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0345 401001-001 BB1 124.000 TN | 91.00000 11284.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0350 401001-002 BB2 119.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0355 402001-001 CC1 479.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -12 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0718956 |( ) |( ) |BUSH & BURCHETT, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0360 402001-002 CC2 457.000 TN | 96.00000 43872.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0365 401003-001 DD1 128.000 TN | 96.00000 12288.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0370 401003-002 DD2 122.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0375 604076-016 EE1 88.000 LF | 100.00000 8800.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0380 604002-016 EE2 88.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0385 604037-016 EE3 88.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | A2 | | | SECTION TOTALS | $ 879,103.45| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10929 | | | 0390 203001-000 LUMP | 70000.00000 70000.00| | DISMANTLING STRUCTURE | | | 0395 211002-000 1527.000 CY | 60.00000 91620.00| | ROCK BORROW EXCAVATION | | | 0400 212001-000 80.000 CY | 40.00000 3200.00| | STRUCTURE EXCAVATION | | | 0405 212002-000 376.000 CY | 40.00000 15040.00| | WET EXCAVATION | | | 0410 212004-000 2.000 EA | 75000.00000 150000.00| | COFFERDAM | | | 0415 212005-000 60.000 CY | 100.00000 6000.00| | SELECT MATERIAL FOR BACKFILLING | | | 0420 601002-001 361.000 CY | 850.00000 306850.00| | CLASS B CONCRETE | | | 0425 601003-001 49.000 CY | 900.00000 44100.00| | CLASS K CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 024 -13 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0813605 COUNTIES : CABELL LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0718956 |( ) |( ) |BUSH & BURCHETT, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0430 601009-001 237.000 CY | 1000.00000 237000.00| | CLASS H CONCRETE | | | 0435 602001-001 64078.000 LB | 1.20000 76893.60| | REINFORCING STEEL BAR | | | 0440 602002-001 63418.000 LB | 1.20000 76101.60| | EPOXY COATED REINFORCING STEEL BAR | | | 0445 615001-001 230100.000 LS | 595000.00000 595000.00| | STEEL SUPERSTRUCTURE | | | 0450 615030-001 8.000 EA | 4000.00000 32000.00| | FIXED BEARING, ELASTOMERIC | | | 0455 616005-008 1398.000 LF | 120.00000 167760.00| | HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0460 625001-020 93.000 LF | 400.00000 37200.00| | 60 INCH DIAMETER DRILLED CAISSONS | | | 0465 625003-018 180.000 LF | 1000.00000 180000.00| | 54 INCH ROCK SOCKET FOUNDATION | | | 0470 625005-001 150.000 LF | 50.00000 7500.00| | PREINSTALLATION CORE HOLE | | | 0475 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | 0480 642050-001 2.000 EA | 1000.00000 2000.00| | DEWATERING DEVICE | | | SECTION TOTALS | $ 2,103,265.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0485 640004-001 LUMP | 5000.00000 5000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,987,368.65| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MOUNT GAY OVERPASS BRIDGE PROJECT(S) : S323-0073/00-002.31 00 LOCATION: /ISLAND CK, 0.03 MI N WV 4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 10,423,036.15 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 10,436,595.00 100.1301% 3 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 10,734,761.55 102.9907% 4 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 11,143,481.36 106.9120% 5 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 11,250,306.60 107.9369% 6 55-0345840 VECELLIO & GROGAN, INC. $ 13,082,862.49 125.5187% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, PAVE AND DRAIN | | | 0005 201001-000 1.000 LS | 300000.00000 300000.00| 158100.00000 158100.00| 85000.00000 85000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1500.00000 1500.00| 1650.00000 1650.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0015 202001-000 1.000 LS | 5700.00000 5700.00| 6050.78000 6050.78| 15000.00000 15000.00 BUILDING DEMOLITION NUMBER, 2/2 | | | 0020 204001-000 LUMP | 500000.00000 500000.00| 547100.00000 547100.00| 530000.00000 530000.00 MOBILIZATION | | | 0025 207001-001 214684.000 CY | 7.30000 1567193.20| 9.60000 2060966.40| 9.85000 2114637.40 UNCLASSIFIED EXCAVATION | | | 0030 207002-000 1823.000 CY | 67.00000 122141.00| 69.00000 125787.00| 96.00000 175008.00 SUBGRADE | | | 0035 207034-000 13384.000 SY | 1.70000 22752.80| 1.70000 22752.80| 2.25000 30114.00 FABRIC FOR SEPARATION | | | 0040 207045-001 441.000 SY | 18.00000 7938.00| 44.00000 19404.00| 20.00000 8820.00 CONCRETE MEDIAN REMOVAL | | | 0045 211008-000 829.000 TN | 110.00000 91190.00| 1.00000 829.00| 50.00000 41450.00 ROCK BORROW EXCAVATION | | | 0050 241001-001 3.730 CY | 360.00000 1342.80| 330.00000 1230.90| 388.00000 1447.24 FILLING EXISTING CULVERT | | | 0055 307001-000 184.000 CY | 110.00000 20240.00| 65.00000 11960.00| 86.00000 15824.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 307001-000 104.000 CY | 99.00000 10296.00| 60.00000 6240.00| 110.00000 11440.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0065 311006-001 1215.000 CY | 120.00000 145800.00| 125.00000 151875.00| 116.84000 141960.60 OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 187.000 GA | 4.20000 785.40| 4.40000 822.80| 4.06000 759.22 BITUMINOUS MATERIAL | | | 0075 502001-012 622.000 SY | 230.00000 143060.00| 220.00000 136840.00| 200.00000 124400.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0080 601002-001 46.040 CY | 830.00000 38213.20| 815.00000 37522.60| 925.00000 42587.00 CLASS B CONCRETE | | | 0085 604037-016 29.000 LF | 280.00000 8120.00| 99.00000 2871.00| 240.00000 6960.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 604037-020 4.000 LF | 630.00000 2520.00| 165.00000 660.00| 620.00000 2480.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0095 604076-016 4.000 LF | 490.00000 1960.00| 110.00000 440.00| 337.00000 1348.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0100 605003-001 6.000 EA | 3400.00000 20400.00| 3520.00000 21120.00| 4100.00000 24600.00 TYPE A INLET | | | 0105 605004-001 4.000 EA | 3200.00000 12800.00| 1760.00000 7040.00| 2860.00000 11440.00 TYPE B INLET | | | 0110 605007-001 2.000 EA | 8800.00000 17600.00| 3520.00000 7040.00| 4000.00000 8000.00 TYPE E INLET | | | 0115 605008-001 1.000 EA | 2700.00000 2700.00| 3850.00000 3850.00| 5100.00000 5100.00 TYPE F INLET | | | 0120 605009-001 2.000 EA | 4900.00000 9800.00| 2200.00000 4400.00| 2400.00000 4800.00 TYPE G INLET | | | 0125 605053-001 2.000 EA | 880.00000 1760.00| 1650.00000 3300.00| 1100.00000 2200.00 CONCRETE INLET CAP | | | 0130 606025-004 2591.000 LF | 2.70000 6995.70| 1.10000 2850.10| 3.30000 8550.30 6 INCH UNDERDRAIN PIPE | | | 0135 606029-001 2591.000 LF | 11.00000 28501.00| 11.00000 28501.00| 16.00000 41456.00 FREE DRAINING BASE TRENCH | | | 0140 606030-001 101.000 LF | 42.00000 4242.00| 33.00000 3333.00| 30.00000 3030.00 OUTLET PIPE, 6 INCH | | | 0145 607001-001 1430.500 LF | 12.00000 17166.00| 12.00000 17166.00| 11.53000 16493.67 TYPE 1 GUARDRAIL, CLASS II | | | 0150 607006-001 4.000 EA | 970.00000 3880.00| 1350.00000 5400.00| 1250.70000 5002.80 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0155 607025-001 1.000 EA | 410.00000 410.00| 315.00000 315.00| 290.58000 290.58 CUT SLOPE TERMINAL, TYPE B | | | 0160 607066-001 1.000 EA | 1700.00000 1700.00| 2080.00000 2080.00| 1921.26000 1921.26 TANGENT END TERMINAL | | | 0165 608002-001 1822.000 LF | 8.50000 15487.00| 14.00000 25508.00| 10.01000 18238.22 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0170 608003-001 208.000 LF | 5.00000 1040.00| 22.00000 4576.00| 8.13000 1691.04 3 FT 11 IN TEMPORARY FENCE | | | 0175 609001-001 411.000 SY | 68.00000 27948.00| 55.00000 22605.00| 38.00000 15618.00 CONCRETE SIDEWALK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 609002-001 137.000 CY | 110.00000 15070.00| 135.00000 18495.00| 40.00000 5480.00 BED COURSE MATERIAL | | | 0185 610001-001 23.000 LF | 130.00000 2990.00| 35.00000 805.00| 39.00000 897.00 PLAIN CONCRETE CURBING, TYPE I | | | 0190 610001-003 3604.000 LF | 20.00000 72080.00| 40.00000 144160.00| 13.00000 46852.00 PLAIN CONCRETE CURBING, TYPE III | | | 0195 610003-001 148.000 LF | 92.00000 13616.00| 51.00000 7548.00| 44.00000 6512.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0200 610021-001 199.000 LF | 53.00000 10547.00| 220.00000 43780.00| 30.00000 5970.00 SINGLE FACED BARRIER | | | 0205 633001-001 53.000 SY | 200.00000 10600.00| 185.00000 9805.00| 150.00000 7950.00 CONCRETE GUTTER | | | 0210 636002-001 50.000 TN | 34.00000 1700.00| 40.00000 2000.00| 86.00000 4300.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0215 636007-001 5500.000 LF | 0.52000 2860.00| 0.75000 4125.00| 0.62000 3410.00 ERADICATION OF PAVEMENT MARKING | | | 0220 636008-001 15000.000 LF | 0.21000 3150.00| 0.25000 3750.00| 0.21000 3150.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0225 636009-001 15500.000 LF | 1.00000 15500.00| 1.40000 21700.00| 1.15000 17825.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | VIIC | | | 0230 636011-001 28820.000 UN | 1.00000 28820.00| 0.85000 24497.00| 2.25000 64845.00 TRAFFIC CONTROL DEVICE | | | 0235 636012-010 6.000 EA | 100.00000 600.00| 0.50000 3.00| 101.00000 606.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0240 636013-001 500.000 EA | 1.00000 500.00| 0.05000 25.00| 1.00000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0245 636014-001 4000.000 HR | 43.00000 172000.00| 10.00000 40000.00| 30.00000 120000.00 FLAGGER | | | 0250 636017-001 1900.000 LF | 23.00000 43700.00| 29.00000 55100.00| 30.00000 57000.00 TEMPORARY CONCRETE BARRIER | | | 0255 636018-001 1900.000 LF | 4.40000 8360.00| 3.30000 6270.00| 5.00000 9500.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0260 636019-001 125.000 LF | 11.00000 1375.00| 14.00000 1750.00| 8.64000 1080.00 TEMPORARY GUARDRAIL BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 636021-001 500.000 DA | 7.20000 3600.00| 17.00000 8500.00| 7.11000 3555.00 ELECTRIC ARROW | | | 0270 636023-001 1.000 LS | 6800.00000 6800.00| 3850.00000 3850.00| 3556.00000 3556.00 TEMPORARY TRAFFIC SIGNAL | | | 0275 636025-001 6000.000 DA | 0.52000 3120.00| 1.70000 10200.00| 0.51000 3060.00 WARNING LIGHTS, TYPE B | | | 0280 636026-001 LUMP | 4500.00000 4500.00| 1650.00000 1650.00| 1524.00000 1524.00 TEMPORARY LIGHTING | | | 0285 637001-001 425.000 MG | 43.00000 18275.00| 10.00000 4250.00| 40.00000 17000.00 WATER FOR DUST PALLIATIVE | | | 0290 638002-001 11.000 EA | 32.00000 352.00| 47.00000 517.00| 60.00000 660.00 RIGHT OF WAY MARKER | | | 0295 638003-001 2.000 EA | 150.00000 300.00| 170.00000 340.00| 320.00000 640.00 SURVEY MARKER | | | 0300 638004-001 7.000 EA | 320.00000 2240.00| 125.00000 875.00| 370.00000 2590.00 OUTLET MARKER | | | 0305 639001-001 LUMP | 61000.00000 61000.00| 115500.00000 115500.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0310 640001-001 24.000 MO | 1300.00000 31200.00| 1190.00000 28560.00| 6250.00000 150000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0315 640003-001 LUMP | 1800.00000 1800.00| 1170.00000 1170.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0320 642001-001 3145.000 LF | 1.30000 4088.50| 1.10000 3459.50| 1.90000 5975.50 TEMPORARY BERM | | | 0325 642002-001 74.000 LF | 28.00000 2072.00| 15.00000 1110.00| 25.00000 1850.00 SLOPE DRAIN | | | 0330 642004-001 1968.000 LB | 0.26000 511.68| 0.30000 590.40| 1.02000 2007.36 SEED MIXTURE, TEMPORARY | | | 0335 642005-001 65.600 TN | 400.00000 26240.00| 430.00000 28208.00| 314.96000 20661.38 MULCH, STRAW OR HAY | | | 0340 642006-001 13.100 TN | 1000.00000 13100.00| 1100.00000 14410.00| 1016.00000 13309.60 FERTILIZER | | | 0345 642007-001 1868.000 SY | 1.90000 3549.20| 2.00000 3736.00| 2.03000 3792.04 FIBER MATTING | | | 0350 642008-001 294.000 LF | 88.00000 25872.00| 1.00000 294.00| 150.00000 44100.00 TEMPORARY PIPE | | | 0355 642009-001 5625.000 LF | 1.80000 10125.00| 1.10000 6187.50| 1.50000 8437.50 CONTOUR DITCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -6 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0360 642010-001 12.300 TN | 41.00000 504.30| 44.00000 541.20| 203.20000 2499.36 AGRICULTURAL LIMESTONE | | | 0365 642012-001 3750.000 LF | 4.40000 16500.00| 3.30000 12375.00| 4.00000 15000.00 SILT FENCE | | | 0370 642031-001 65.000 EA | 120.00000 7800.00| 105.00000 6825.00| 128.00000 8320.00 DITCH CHECK | | | 0375 642033-001 188.000 CY | 19.00000 3572.00| 11.00000 2068.00| 25.00000 4700.00 SEDIMENT TRAP | | | 0380 642036-001 188.000 CY | 19.00000 3572.00| 1.10000 206.80| 7.40000 1391.20 SEDIMENT REMOVAL | | | 0385 642042-001 7.000 EA | 380.00000 2660.00| 275.00000 1925.00| 309.00000 2163.00 FLOCCULANT BLOCK | | | 0390 642043-001 3.000 EA | 320.00000 960.00| 165.00000 495.00| 390.00000 1170.00 PREMANUFACTURED DITCH CHECK | | | 0395 652001-001 12.400 TN | 41.00000 508.40| 44.00000 545.60| 203.20000 2519.68 AGRICULTURAL LIMESTONE | | | 0400 652002-001 4.200 TN | 1000.00000 4200.00| 1100.00000 4620.00| 1016.00000 4267.20 FERTILIZER, 10-20-10 | | | 0405 652002-002 2.000 TN | 1200.00000 2400.00| 1320.00000 2640.00| 1625.60000 3251.20 FERTILIZER, UREA FORMALDEHYDE | | | 0410 652003-001 795.000 LB | 2.10000 1669.50| 2.20000 1749.00| 3.05000 2424.75 SEED MIXTURES, B, C-1, OR C-2 | | | 0415 652004-001 16.400 TN | 400.00000 6560.00| 430.00000 7052.00| 355.60000 5831.84 STRAW OR HAY MULCH | | | 0420 655002-001 130.000 SY | 5.20000 676.00| 5.50000 715.00| 4.06000 527.80 PERMANENT EROSION MATTING, TYPE A | | | 0425 664001-009 2.000 EA | 1900.00000 3800.00| 1320.00000 2640.00| 1500.00000 3000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0430 664011-001 2.000 EA | 5100.00000 10200.00| 3850.00000 7700.00| 7425.00000 14850.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE TYPE II | | | 0435 401001-011 AA1 1403.000 TN | 93.00000 130479.00| 97.00000 136091.00| 89.41000 125442.23 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 19 | | | 0440 401001-012 AA2 1276.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 19 | | | 0445 401001-011 BB1 5119.000 TN | 91.00000 465829.00| 95.00000 486305.00| 87.38000 447298.22 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -7 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 401001-012 BB2 4653.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 37.5 | | | 0455 402001-011 CC1 1464.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE TYPE 19 | | | 0460 402001-012 CC2 1330.000 TN | 100.00000 133000.00| 105.00000 139650.00| 96.52000 128371.60 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE TYPE 19 | | | 0465 604076-012 DD1 138.000 LF | 69.00000 9522.00| 66.00000 9108.00| 70.00000 9660.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0470 604072-112 DD1 1.000 EA | 920.00000 920.00| 660.00000 660.00| 635.00000 635.00 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0475 604037-012 DD2 138.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0480 604071-012 DD2 1.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0485 604076-016 EE1 459.000 LF | 130.00000 59670.00| 77.00000 35343.00| 96.00000 44064.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0490 604037-016 EE2 459.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0495 604076-020 FF1 44.000 LF | 390.00000 17160.00| 81.00000 3564.00| 112.00000 4928.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0500 604072-120 FF1 1.000 EA | 2400.00000 2400.00| 990.00000 990.00| 1120.00000 1120.00 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0505 604037-020 FF2 44.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0510 604071-020 FF2 1.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -8 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0515 626002-001 GG1 2758.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0520 626002-002 GG2 2758.000 SF | 110.00000 303380.00| | MSE RETAINING WALL, REINFORCED EARTH | | | 0525 626002-003 GG3 2758.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0530 626002-004 GG4 2758.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0535 626002-005 GG5 2758.000 SF | | | MSE RETAINING WALL, ARES | | | 0540 626002-006 GG6 2758.000 SF | | 85.00000 234430.00| 90.00000 248220.00 MSE RETAINING WALL, TRICON | | | 0545 626002-007 GG7 2758.000 SF | | | MSE RETAINING WALL, EARTHTRAC HA | | | SECTION TOTALS | $ 4,973,337.68| $ 5,167,645.38| $ 5,272,917.79 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING | | | 0550 657006-001 225.000 LF | 30.00000 6750.00| 32.00000 7200.00| 29.72000 6687.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0555 657010-001 93.000 LF | 9.30000 864.90| 9.90000 920.70| 9.14000 850.02 3.00 LB CHANNEL POST | | | 0560 657012-001 33.000 LF | 11.00000 363.00| 11.00000 363.00| 10.46000 345.18 4.00 LB BACK TO BACK CHANNEL POST | | | 0565 657017-001 3.600 CY | 1600.00000 5760.00| 1710.00000 6156.00| 1574.80000 5669.28 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0570 658001-001 6.770 CY | 1700.00000 11509.00| 1820.00000 12321.40| 1676.40000 11349.23 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0575 658003-001 1.000 EA | 12000.00000 12000.00| 13100.00000 13100.00| 12090.40000 12090.40 OVERHEAD SIGN, GALVANIZED STEEL 10 | | | 0580 658003-001 1.000 EA | 5200.00000 5200.00| 5500.00000 5500.00| 5080.00000 5080.00 OVERHEAD SIGN, GALVANIZED STEEL 13 | | | 0585 659001-001 LUMP | 5700.00000 5700.00| 5450.00000 5450.00| 5029.20000 5029.20 SIGN LIGHTING, TYPE 3 10 | | | 0590 659001-001 LUMP | 6000.00000 6000.00| 5780.00000 5780.00| 5334.00000 5334.00 SIGN LIGHTING, TYPE 3 13 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -9 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0595 660005-010 2.000 EA | 1700.00000 3400.00| 1650.00000 3300.00| 1524.00000 3048.00 JUNCTION BOX, TYPE H | | | 0600 661001-001 403.330 SF | 18.00000 7259.94| 19.00000 7663.27| 17.27000 6965.51 0.080 IN FLAT SHEET SIGN | | | 0605 661002-001 150.000 SF | 22.00000 3300.00| 23.00000 3450.00| 21.34000 3201.00 EXTRUDED PANEL SIGN | | | SECTION TOTALS | $ 68,106.84| $ 71,204.37| $ 65,648.82 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNALS | | | 0610 660001-001 LUMP | 14000.00000 14000.00| 13800.00000 13800.00| 12700.00000 12700.00 SIGNAL CONTROLLER 01 | | | 0615 660002-020 LUMP | 26000.00000 26000.00| 24800.00000 24800.00| 22860.00000 22860.00 TRAFFIC DETECTOR, VTDS 01 | | | 0620 660003-006 43.000 EA | 290.00000 12470.00| 275.00000 11825.00| 254.00000 10922.00 SIGNAL SECTION, V-12 | | | 0625 660004-041 1.000 EA | 5800.00000 5800.00| 5500.00000 5500.00| 5080.00000 5080.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0630 660007-001 LUMP | 40000.00000 40000.00| 38000.00000 38000.00| 35052.00000 35052.00 MISCELLANEOUS SIGNAL 01 | | | 0635 660010-001 1.000 EA | 4900.00000 4900.00| 4680.00000 4680.00| 4318.00000 4318.00 PRIORITY CONTROL SYSTEM DETECTOR D4 | | | 0640 660010-010 1.000 EA | 860.00000 860.00| 825.00000 825.00| 762.00000 762.00 PRIORITY CONTROL SYSTEM EMITTER | | | 0645 662006-001 3.000 EA | 1700.00000 5100.00| 1650.00000 4950.00| 1524.00000 4572.00 JUNCTION BOX, TYPE H (18X18) | | | 0650 662007-001 4.000 EA | 580.00000 2320.00| 550.00000 2200.00| 508.00000 2032.00 LUMINAIRE, 250W | | | 0655 662014-001 LUMP | 20000.00000 20000.00| 30300.00000 30300.00| 27940.00000 27940.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 131,450.00| $ 136,880.00| $ 126,238.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0660 663001-004 6140.000 LF | 0.21000 1289.40| 0.25000 1535.00| 0.20000 1228.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0665 663001-004 6130.000 LF | 0.21000 1287.30| 0.25000 1532.50| 0.20000 1226.00 EDGE LINE, TYPE II - 4 IN YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -10 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0670 663002-005 6365.000 LF | 0.21000 1336.65| 0.25000 1591.25| 0.20000 1273.00 LANE LINE, TYPE II - 4 IN WHITE | | | 0675 663002-038 320.000 LF | 0.31000 99.20| 0.25000 80.00| 0.31000 99.20 CENTERLINE, TYPE II - 4 IN | | | 0680 663004-011 855.000 LF | 6.20000 5301.00| 7.70000 6583.50| 6.10000 5215.50 CHANNELIZING LINE, TYPE V - 8 IN | | | 0685 663005-010 150.000 LF | 8.30000 1245.00| 9.90000 1485.00| 8.13000 1219.50 STOP LINE, TYPE V - 12 IN | | | 0690 663007-010 160.000 LF | 8.30000 1328.00| 9.90000 1584.00| 8.13000 1300.80 STRIPE, TYPE V - 12 IN YELLOW | | | 0695 663008-005 10.000 EA | 21.00000 210.00| 50.00000 500.00| 20.32000 203.20 YIELD TRIANGLE, TYPE V | | | 0700 663010-010 10.000 EA | 210.00000 2100.00| 215.00000 2150.00| 203.20000 2032.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0705 663010-011 6.000 EA | 350.00000 2100.00| 225.00000 1350.00| 348.49000 2090.94 MULTI DIRECTIONAL LANE ASSIGNMENT ARROW | | | TY V | | | 0710 663011-010 8.000 EA | 52.00000 416.00| 55.00000 440.00| 50.80000 406.40 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 16,712.55| $ 18,831.25| $ 16,294.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 WATERLINE RELOCATION | | | 0715 639001-001 LUMP | 2000.00000 2000.00| 2750.00000 2750.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0720 670004-261 345.000 LF | 170.00000 58650.00| 94.00000 32430.00| 140.00000 48300.00 12 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 51 | | | 0725 670009-260 4.000 EA | 3300.00000 13200.00| 2750.00000 11000.00| 3700.00000 14800.00 12 INCH GATE VALVE AND VALVE BOX | | | SECTION TOTALS | $ 73,850.00| $ 46,180.00| $ 65,100.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SEDIMENT BASIN SUMMARY | | | 0730 207001-001 216.000 CY | 10.00000 2160.00| 11.00000 2376.00| 10.25000 2214.00 UNCLASSIFIED EXCAVATION | | | 0735 207001-001 216.000 CY | 14.00000 3024.00| 11.00000 2376.00| 21.00000 4536.00 UNCLASSIFIED EXCAVATION RESTORATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -11 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0740 211017-001 55.000 SF | 10.00000 550.00| 11.00000 605.00| 18.50000 1017.50 IMPERVIOUS CORE | | | 0745 604076-012 25.000 LF | 85.00000 2125.00| 72.00000 1800.00| 102.00000 2550.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0750 639001-001 LUMP | 3400.00000 3400.00| 2200.00000 2200.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0755 642035-001 1.000 EA | 4600.00000 4600.00| 3300.00000 3300.00| 4100.00000 4100.00 RISER | | | 0760 642036-001 108.000 CY | 18.00000 1944.00| 1.10000 118.80| 8.60000 928.80 SEDIMENT REMOVAL | | | 0765 642050-001 1.000 EA | 1500.00000 1500.00| 915.00000 915.00| 1000.00000 1000.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 19,303.00| $ 13,690.80| $ 18,346.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 COMPUTER SYSTEM | | | 0770 640004-001 LUMP | 2400.00000 2400.00| 15000.00000 15000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,400.00| $ 15,000.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE # 10590 | | | 0775 203001-000 LUMP | 340000.00000 340000.00| 313300.00000 313300.00| 160000.00000 160000.00 DISMANTLING STRUCTURE | | | 0780 212001-000 515.000 CY | 110.00000 56650.00| 10.00000 5150.00| 180.00000 92700.00 STRUCTURE EXCAVATION | | | 0785 212005-000 123.000 CY | 160.00000 19680.00| 125.00000 15375.00| 145.00000 17835.00 SELECT MATERIAL FOR BACKFILLING | | | 0790 218004-003 1155.000 SY | 72.00000 83160.00| 25.00000 28875.00| 48.00000 55440.00 12 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0795 601002-001 730.000 CY | 770.00000 562100.00| 615.00000 448950.00| 680.00000 496400.00 CLASS B CONCRETE | | | 0800 601003-001 184.000 CY | 680.00000 125120.00| 850.00000 156400.00| 580.00000 106720.00 CLASS K CONCRETE | | | 0805 601009-001 1348.000 CY | 710.00000 957080.00| 700.00000 943600.00| 650.00000 876200.00 CLASS H CONCRETE | | | 0810 602001-001 122912.000 LB | 0.89000 109391.68| 1.20000 147494.40| 1.25000 153640.00 REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -12 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 31-1023518 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0815 602002-001 273802.000 LB | 1.20000 328562.40| 1.40000 383322.80| 1.30000 355942.60 EPOXY COATED REINFORCING STEEL BAR | | | 0820 608001-004 125.000 LF | 110.00000 13750.00| 140.00000 17500.00| 88.54000 11067.50 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0825 608001-006 80.000 LF | 160.00000 12800.00| 88.00000 7040.00| 145.85000 11668.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0830 615001-001 1213558.000 LS | 1850000.00000 1850000.00| 1840000.00000 1840000.00| 2170290.00000 2170290.00 STEEL SUPERSTRUCTURE | | | 0835 615029-001 32.000 EA | 2400.00000 76800.00| 2180.00000 69760.00| 2520.00000 80640.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0840 615030-001 8.000 EA | 2400.00000 19200.00| 835.00000 6680.00| 870.00000 6960.00 FIXED BEARING, ELASTOMERIC | | | 0845 616005-003 496.000 LF | 93.00000 46128.00| 50.00000 24800.00| 75.00000 37200.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0850 617003-001 518.000 LF | 98.00000 50764.00| 94.00000 48692.00| 95.00000 49210.00 ALUMINUM RAILING | | | 0855 625001-014 45.000 LF | 870.00000 39150.00| 1096.00000 49320.00| 640.00000 28800.00 42 INCH DIAMETER DRILLED CAISSONS | | | 0860 625001-020 191.000 LF | 1000.00000 191000.00| 902.00000 172282.00| 1078.00000 205898.00 60 INCH DIAMETER DRILLED CAISSONS | | | 0865 625003-012 47.000 LF | 870.00000 40890.00| 1096.00000 51512.00| 440.00000 20680.00 36 INCH ROCK SOCKET FOUNDATION | | | 0870 625003-018 205.000 LF | 930.00000 190650.00| 902.00000 184910.00| 985.00000 201925.00 54 INCH ROCK SOCKET FOUNDATION | | | 0875 639001-001 LUMP | 25000.00000 25000.00| 52200.00000 52200.00| 26000.00000 26000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 5,137,876.08| $ 4,967,163.20| $ 5,165,216.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,423,036.15| $ 10,436,595.00| $ 10,734,761.55 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -13 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, PAVE AND DRAIN | | | 0005 201001-000 1.000 LS | 175000.00000 175000.00| 50000.00000 50000.00| 861919.00000 861919.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 2500.00000 2500.00| 1500.00000 1500.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0015 202001-000 1.000 LS | 4000.00000 4000.00| 5500.00000 5500.00| 24000.00000 24000.00 BUILDING DEMOLITION NUMBER, 2/2 | | | 0020 204001-000 LUMP | 550000.00000 550000.00| 492000.00000 492000.00| 650000.00000 650000.00 MOBILIZATION | | | 0025 207001-001 214684.000 CY | 10.00000 2146840.00| 12.00000 2576208.00| 13.00000 2790892.00 UNCLASSIFIED EXCAVATION | | | 0030 207002-000 1823.000 CY | 45.00000 82035.00| 67.25000 122596.75| 71.43000 130216.89 SUBGRADE | | | 0035 207034-000 13384.000 SY | 1.00000 13384.00| 1.40000 18737.60| 1.94000 25964.96 FABRIC FOR SEPARATION | | | 0040 207045-001 441.000 SY | 10.00000 4410.00| 13.00000 5733.00| 9.20000 4057.20 CONCRETE MEDIAN REMOVAL | | | 0045 211008-000 829.000 TN | 8.00000 6632.00| 50.00000 41450.00| 59.36000 49209.44 ROCK BORROW EXCAVATION | | | 0050 241001-001 3.730 CY | 150.00000 559.50| 475.00000 1771.75| 446.53000 1665.56 FILLING EXISTING CULVERT | | | 0055 307001-000 184.000 CY | 55.00000 10120.00| 80.80000 14867.20| 90.76000 16699.84 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 307001-000 104.000 CY | 45.00000 4680.00| 104.00000 10816.00| 122.30000 12719.20 AGGREGATE BASE COURSE, CLASS 1 | | | 0065 311006-001 1215.000 CY | 115.00000 139725.00| 115.00000 139725.00| 129.39000 157208.85 OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 187.000 GA | 4.00000 748.00| 4.00000 748.00| 4.50000 841.50 BITUMINOUS MATERIAL | | | 0075 502001-012 622.000 SY | 150.00000 93300.00| 195.00000 121290.00| 225.03000 139968.66 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0080 601002-001 46.040 CY | 750.00000 34530.00| 377.29000 17370.43| 752.74000 34656.15 CLASS B CONCRETE | | | 0085 604037-016 29.000 LF | 90.00000 2610.00| 195.75000 5676.75| 224.98000 6524.42 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -14 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 604037-020 4.000 LF | 225.00000 900.00| 520.00000 2080.00| 407.31000 1629.24 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0095 604076-016 4.000 LF | 125.00000 500.00| 456.80000 1827.20| 291.13000 1164.52 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0100 605003-001 6.000 EA | 2500.00000 15000.00| 3045.00000 18270.00| 4523.22000 27139.32 TYPE A INLET | | | 0105 605004-001 4.000 EA | 2500.00000 10000.00| 2125.00000 8500.00| 3675.29000 14701.16 TYPE B INLET | | | 0110 605007-001 2.000 EA | 2200.00000 4400.00| 4650.00000 9300.00| 10337.40000 20674.80 TYPE E INLET | | | 0115 605008-001 1.000 EA | 3000.00000 3000.00| 5193.00000 5193.00| 10505.06000 10505.06 TYPE F INLET | | | 0120 605009-001 2.000 EA | 2200.00000 4400.00| 1470.00000 2940.00| 2888.09000 5776.18 TYPE G INLET | | | 0125 605053-001 2.000 EA | 1100.00000 2200.00| 750.00000 1500.00| 916.27000 1832.54 CONCRETE INLET CAP | | | 0130 606025-004 2591.000 LF | 2.00000 5182.00| 1.50000 3886.50| 1.08000 2798.28 6 INCH UNDERDRAIN PIPE | | | 0135 606029-001 2591.000 LF | 10.00000 25910.00| 14.00000 36274.00| 14.61000 37854.51 FREE DRAINING BASE TRENCH | | | 0140 606030-001 101.000 LF | 20.00000 2020.00| 30.00000 3030.00| 27.79000 2806.79 OUTLET PIPE, 6 INCH | | | 0145 607001-001 1430.500 LF | 11.00000 15735.50| 11.80000 16879.90| 12.97000 18553.59 TYPE 1 GUARDRAIL, CLASS II | | | 0150 607006-001 4.000 EA | 1250.00000 5000.00| 940.00000 3760.00| 1406.18000 5624.72 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0155 607025-001 1.000 EA | 300.00000 300.00| 400.00000 400.00| 326.70000 326.70 CUT SLOPE TERMINAL, TYPE B | | | 0160 607066-001 1.000 EA | 2000.00000 2000.00| 1680.00000 1680.00| 2160.11000 2160.11 TANGENT END TERMINAL | | | 0165 608002-001 1822.000 LF | 14.00000 25508.00| 12.50000 22775.00| 12.94000 23576.68 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0170 608003-001 208.000 LF | 20.00000 4160.00| 20.00000 4160.00| 9.14000 1901.12 3 FT 11 IN TEMPORARY FENCE | | | 0175 609001-001 411.000 SY | 50.00000 20550.00| 73.00000 30003.00| 49.27000 20249.97 CONCRETE SIDEWALK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -15 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 609002-001 137.000 CY | 65.00000 8905.00| 98.00000 13426.00| 86.46000 11845.02 BED COURSE MATERIAL | | | 0185 610001-001 23.000 LF | 50.00000 1150.00| 60.00000 1380.00| 183.50000 4220.50 PLAIN CONCRETE CURBING, TYPE I | | | 0190 610001-003 3604.000 LF | 15.00000 54060.00| 31.00000 111724.00| 28.88000 104083.52 PLAIN CONCRETE CURBING, TYPE III | | | 0195 610003-001 148.000 LF | 30.00000 4440.00| 75.25000 11137.00| 71.05000 10515.40 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0200 610021-001 199.000 LF | 75.00000 14925.00| 68.00000 13532.00| 104.64000 20823.36 SINGLE FACED BARRIER | | | 0205 633001-001 53.000 SY | 150.00000 7950.00| 191.50000 10149.50| 140.13000 7426.89 CONCRETE GUTTER | | | 0210 636002-001 50.000 TN | 65.00000 3250.00| 53.00000 2650.00| 38.24000 1912.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0215 636007-001 5500.000 LF | 0.55000 3025.00| 0.50000 2750.00| 0.57000 3135.00 ERADICATION OF PAVEMENT MARKING | | | 0220 636008-001 15000.000 LF | 0.25000 3750.00| 0.20000 3000.00| 0.23000 3450.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0225 636009-001 15500.000 LF | 1.00000 15500.00| 1.00000 15500.00| 1.15000 17825.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | VIIC | | | 0230 636011-001 28820.000 UN | 1.00000 28820.00| 1.00000 28820.00| 1.15000 33143.00 TRAFFIC CONTROL DEVICE | | | 0235 636012-010 6.000 EA | 100.00000 600.00| 100.00000 600.00| 114.81000 688.86 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0240 636013-001 500.000 EA | 1.00000 500.00| 1.00000 500.00| 1.15000 575.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0245 636014-001 4000.000 HR | 55.00000 220000.00| 45.00000 180000.00| 53.61000 214440.00 FLAGGER | | | 0250 636017-001 1900.000 LF | 40.00000 76000.00| 16.50000 31350.00| 27.59000 52421.00 TEMPORARY CONCRETE BARRIER | | | 0255 636018-001 1900.000 LF | 10.00000 19000.00| 5.00000 9500.00| 1.19000 2261.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0260 636019-001 125.000 LF | 10.00000 1250.00| 27.50000 3437.50| 9.71000 1213.75 TEMPORARY GUARDRAIL BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -16 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 636021-001 500.000 DA | 7.00000 3500.00| 7.00000 3500.00| 8.04000 4020.00 ELECTRIC ARROW | | | 0270 636023-001 1.000 LS | 4000.00000 4000.00| 3500.00000 3500.00| 3977.87000 3977.87 TEMPORARY TRAFFIC SIGNAL | | | 0275 636025-001 6000.000 DA | 0.50000 3000.00| 0.50000 3000.00| 0.57000 3420.00 WARNING LIGHTS, TYPE B | | | 0280 636026-001 LUMP | 1600.00000 1600.00| 1500.00000 1500.00| 1704.80000 1704.80 TEMPORARY LIGHTING | | | 0285 637001-001 425.000 MG | 53.00000 22525.00| 67.00000 28475.00| 27.09000 11513.25 WATER FOR DUST PALLIATIVE | | | 0290 638002-001 11.000 EA | 100.00000 1100.00| 95.00000 1045.00| 39.27000 431.97 RIGHT OF WAY MARKER | | | 0295 638003-001 2.000 EA | 300.00000 600.00| 580.00000 1160.00| 232.11000 464.22 SURVEY MARKER | | | 0300 638004-001 7.000 EA | 208.00000 1456.00| 250.00000 1750.00| 208.25000 1457.75 OUTLET MARKER | | | 0305 639001-001 LUMP | 50000.00000 50000.00| 547256.43000 547256.43| 130620.00000 130620.00 CONSTRUCTION LAYOUT STAKE | | | 0310 640001-001 24.000 MO | 2500.00000 60000.00| 2000.00000 48000.00| 3185.00000 76440.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0315 640003-001 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 2981.70000 2981.70 BUILDING EQUIPMENT | | | 0320 642001-001 3145.000 LF | 3.00000 9435.00| 1.50000 4717.50| 0.80000 2516.00 TEMPORARY BERM | | | 0325 642002-001 74.000 LF | 55.00000 4070.00| 38.25000 2830.50| 12.05000 891.70 SLOPE DRAIN | | | 0330 642004-001 1968.000 LB | 2.00000 3936.00| 2.25000 4428.00| 7.36000 14484.48 SEED MIXTURE, TEMPORARY | | | 0335 642005-001 65.600 TN | 400.00000 26240.00| 370.00000 24272.00| 209.52000 13744.51 MULCH, STRAW OR HAY | | | 0340 642006-001 13.100 TN | 575.00000 7532.50| 550.00000 7205.00| 1149.52000 15058.71 FERTILIZER | | | 0345 642007-001 1868.000 SY | 1.00000 1868.00| 1.50000 2802.00| 1.59000 2970.12 FIBER MATTING | | | 0350 642008-001 294.000 LF | 100.00000 29400.00| 50.00000 14700.00| 111.51000 32783.94 TEMPORARY PIPE | | | 0355 642009-001 5625.000 LF | 4.00000 22500.00| 2.10000 11812.50| 0.95000 5343.75 CONTOUR DITCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -17 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0360 642010-001 12.300 TN | 125.00000 1537.50| 120.00000 1476.00| 79.28000 975.14 AGRICULTURAL LIMESTONE | | | 0365 642012-001 3750.000 LF | 4.00000 15000.00| 2.50000 9375.00| 4.73000 17737.50 SILT FENCE | | | 0370 642031-001 65.000 EA | 150.00000 9750.00| 75.00000 4875.00| 87.71000 5701.15 DITCH CHECK | | | 0375 642033-001 188.000 CY | 25.00000 4700.00| 30.00000 5640.00| 13.05000 2453.40 SEDIMENT TRAP | | | 0380 642036-001 188.000 CY | 20.00000 3760.00| 5.00000 940.00| 13.09000 2460.92 SEDIMENT REMOVAL | | | 0385 642042-001 7.000 EA | 150.00000 1050.00| 225.00000 1575.00| 166.86000 1168.02 FLOCCULANT BLOCK | | | 0390 642043-001 3.000 EA | 300.00000 900.00| 275.00000 825.00| 125.87000 377.61 PREMANUFACTURED DITCH CHECK | | | 0395 652001-001 12.400 TN | 125.00000 1550.00| 120.00000 1488.00| 79.28000 983.07 AGRICULTURAL LIMESTONE | | | 0400 652002-001 4.200 TN | 575.00000 2415.00| 550.00000 2310.00| 1511.93000 6350.11 FERTILIZER, 10-20-10 | | | 0405 652002-002 2.000 TN | 925.00000 1850.00| 875.00000 1750.00| 1132.54000 2265.08 FERTILIZER, UREA FORMALDEHYDE | | | 0410 652003-001 795.000 LB | 3.00000 2385.00| 2.75000 2186.25| 7.93000 6304.35 SEED MIXTURES, B, C-1, OR C-2 | | | 0415 652004-001 16.400 TN | 400.00000 6560.00| 380.00000 6232.00| 390.72000 6407.81 STRAW OR HAY MULCH | | | 0420 655002-001 130.000 SY | 5.00000 650.00| 5.00000 650.00| 5.66000 735.80 PERMANENT EROSION MATTING, TYPE A | | | 0425 664001-009 2.000 EA | 1250.00000 2500.00| 1800.00000 3600.00| 1427.88000 2855.76 REMOVE AND RESET ATTENUATOR DEVICE | | | 0430 664011-001 2.000 EA | 5200.00000 10400.00| 4900.00000 9800.00| 5939.99000 11879.98 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE TYPE II | | | 0435 401001-011 AA1 1403.000 TN | 90.00000 126270.00| 88.00000 123464.00| 99.00000 138897.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 19 | | | 0440 401001-012 AA2 1276.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 19 | | | 0445 401001-011 BB1 5119.000 TN | 90.00000 460710.00| 86.00000 440234.00| 96.76000 495314.44 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -18 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 401001-012 BB2 4653.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 37.5 | | | 0455 402001-011 CC1 1464.000 TN | 95.00000 139080.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE TYPE 19 | | | 0460 402001-012 CC2 1330.000 TN | | 95.00000 126350.00| 106.89000 142163.70 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE TYPE 19 | | | 0465 604076-012 DD1 138.000 LF | 55.00000 7590.00| 62.50000 8625.00| 50.00000 6900.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0470 604072-112 DD1 1.000 EA | 1100.00000 1100.00| 975.00000 975.00| 527.00000 527.00 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0475 604037-012 DD2 138.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0480 604071-012 DD2 1.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0485 604076-016 EE1 459.000 LF | 65.00000 29835.00| 56.50000 25933.50| 84.00000 38556.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0490 604037-016 EE2 459.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0495 604076-020 FF1 44.000 LF | 75.00000 3300.00| 110.00000 4840.00| 166.00000 7304.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0500 604072-120 FF1 1.000 EA | 1500.00000 1500.00| 2350.00000 2350.00| 913.00000 913.00 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0505 604037-020 FF2 44.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0510 604071-020 FF2 1.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -19 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0515 626002-001 GG1 2758.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0520 626002-002 GG2 2758.000 SF | 95.00000 262010.00| 104.00000 286832.00| 100.14000 276186.12 MSE RETAINING WALL, REINFORCED EARTH | | | 0525 626002-003 GG3 2758.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0530 626002-004 GG4 2758.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0535 626002-005 GG5 2758.000 SF | | | MSE RETAINING WALL, ARES | | | 0540 626002-006 GG6 2758.000 SF | | | MSE RETAINING WALL, TRICON | | | 0545 626002-007 GG7 2758.000 SF | | | MSE RETAINING WALL, EARTHTRAC HA | | | SECTION TOTALS | $ 5,233,129.00| $ 6,027,184.76| $ 7,106,039.99 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING | | | 0550 657006-001 225.000 LF | 30.00000 6750.00| 29.25000 6581.25| 36.24000 8154.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0555 657010-001 93.000 LF | 9.00000 837.00| 9.00000 837.00| 11.33000 1053.69 3.00 LB CHANNEL POST | | | 0560 657012-001 33.000 LF | 10.00000 330.00| 10.30000 339.90| 13.59000 448.47 4.00 LB BACK TO BACK CHANNEL POST | | | 0565 657017-001 3.600 CY | 1600.00000 5760.00| 1550.00000 5580.00| 2265.06000 8154.22 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0570 658001-001 6.770 CY | 1650.00000 11170.50| 1650.00000 11170.50| 2265.06000 15334.46 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0575 658003-001 1.000 EA | 12000.00000 12000.00| 11900.00000 11900.00| 19819.29000 19819.29 OVERHEAD SIGN, GALVANIZED STEEL 10 | | | 0580 658003-001 1.000 EA | 5000.00000 5000.00| 5000.00000 5000.00| 9739.77000 9739.77 OVERHEAD SIGN, GALVANIZED STEEL 13 | | | 0585 659001-001 LUMP | 5500.00000 5500.00| 4950.00000 4950.00| 5625.85000 5625.85 SIGN LIGHTING, TYPE 3 10 | | | 0590 659001-001 LUMP | 5550.00000 5550.00| 5250.00000 5250.00| 5966.81000 5966.81 SIGN LIGHTING, TYPE 3 13 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -20 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0595 660005-010 2.000 EA | 1600.00000 3200.00| 1500.00000 3000.00| 1704.81000 3409.62 JUNCTION BOX, TYPE H | | | 0600 661001-001 403.330 SF | 17.00000 6856.61| 17.00000 6856.61| 23.78000 9591.19 0.080 IN FLAT SHEET SIGN | | | 0605 661002-001 150.000 SF | 21.00000 3150.00| 21.00000 3150.00| 36.24000 5436.00 EXTRUDED PANEL SIGN | | | SECTION TOTALS | $ 66,104.11| $ 64,615.26| $ 92,733.37 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNALS | | | 0610 660001-001 LUMP | 13250.00000 13250.00| 12500.00000 12500.00| 14206.68000 14206.68 SIGNAL CONTROLLER 01 | | | 0615 660002-020 LUMP | 24000.00000 24000.00| 22500.00000 22500.00| 25572.03000 25572.03 TRAFFIC DETECTOR, VTDS 01 | | | 0620 660003-006 43.000 EA | 265.00000 11395.00| 250.00000 10750.00| 284.13000 12217.59 SIGNAL SECTION, V-12 | | | 0625 660004-041 1.000 EA | 5300.00000 5300.00| 5000.00000 5000.00| 5682.68000 5682.68 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0630 660007-001 LUMP | 38000.00000 38000.00| 34500.00000 34500.00| 39210.46000 39210.46 MISCELLANEOUS SIGNAL 01 | | | 0635 660010-001 1.000 EA | 4500.00000 4500.00| 4250.00000 4250.00| 4830.27000 4830.27 PRIORITY CONTROL SYSTEM DETECTOR D4 | | | 0640 660010-010 1.000 EA | 800.00000 800.00| 750.00000 750.00| 852.41000 852.41 PRIORITY CONTROL SYSTEM EMITTER | | | 0645 662006-001 3.000 EA | 1600.00000 4800.00| 1500.00000 4500.00| 1704.80000 5114.40 JUNCTION BOX, TYPE H (18X18) | | | 0650 662007-001 4.000 EA | 525.00000 2100.00| 500.00000 2000.00| 568.27000 2273.08 LUMINAIRE, 250W | | | 0655 662014-001 LUMP | 30000.00000 30000.00| 27500.00000 27500.00| 31254.71000 31254.71 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 134,145.00| $ 124,250.00| $ 141,214.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0660 663001-004 6140.000 LF | 0.25000 1535.00| 0.20000 1228.00| 0.23000 1412.20 EDGE LINE, TYPE II - 4 IN WHITE | | | 0665 663001-004 6130.000 LF | 0.25000 1532.50| 0.20000 1226.00| 0.23000 1409.90 EDGE LINE, TYPE II - 4 IN YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -21 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0670 663002-005 6365.000 LF | 0.25000 1591.25| 0.20000 1273.00| 0.23000 1463.95 LANE LINE, TYPE II - 4 IN WHITE | | | 0675 663002-038 320.000 LF | 0.35000 112.00| 0.30000 96.00| 0.34000 108.80 CENTERLINE, TYPE II - 4 IN | | | 0680 663004-011 855.000 LF | 7.00000 5985.00| 6.00000 5130.00| 6.89000 5890.95 CHANNELIZING LINE, TYPE V - 8 IN | | | 0685 663005-010 150.000 LF | 9.00000 1350.00| 8.00000 1200.00| 9.19000 1378.50 STOP LINE, TYPE V - 12 IN | | | 0690 663007-010 160.000 LF | 9.00000 1440.00| 8.00000 1280.00| 9.19000 1470.40 STRIPE, TYPE V - 12 IN YELLOW | | | 0695 663008-005 10.000 EA | 40.00000 400.00| 20.00000 200.00| 22.96000 229.60 YIELD TRIANGLE, TYPE V | | | 0700 663010-010 10.000 EA | 220.00000 2200.00| 200.00000 2000.00| 229.63000 2296.30 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0705 663010-011 6.000 EA | 375.00000 2250.00| 343.00000 2058.00| 393.81000 2362.86 MULTI DIRECTIONAL LANE ASSIGNMENT ARROW | | | TY V | | | 0710 663011-010 8.000 EA | 55.00000 440.00| 50.00000 400.00| 57.41000 459.28 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 18,835.75| $ 16,091.00| $ 18,482.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 WATERLINE RELOCATION | | | 0715 639001-001 LUMP | 10000.00000 10000.00| 2500.00000 2500.00| 100.00000 100.00 CONSTRUCTION LAYOUT STAKE | | | 0720 670004-261 345.000 LF | 85.00000 29325.00| 161.50000 55717.50| 226.18000 78032.10 12 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 51 | | | 0725 670009-260 4.000 EA | 2500.00000 10000.00| 2750.00000 11000.00| 5970.29000 23881.16 12 INCH GATE VALVE AND VALVE BOX | | | SECTION TOTALS | $ 49,325.00| $ 69,217.50| $ 102,013.26 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SEDIMENT BASIN SUMMARY | | | 0730 207001-001 216.000 CY | 20.00000 4320.00| 27.25000 5886.00| 14.73000 3181.68 UNCLASSIFIED EXCAVATION | | | 0735 207001-001 216.000 CY | 20.00000 4320.00| 20.00000 4320.00| 15.11000 3263.76 UNCLASSIFIED EXCAVATION RESTORATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -22 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0740 211017-001 55.000 SF | 15.00000 825.00| 37.50000 2062.50| 4.31000 237.05 IMPERVIOUS CORE | | | 0745 604076-012 25.000 LF | 100.00000 2500.00| 178.00000 4450.00| 122.00000 3050.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0750 639001-001 LUMP | 5000.00000 5000.00| 4500.00000 4500.00| 510.00000 510.00 CONSTRUCTION LAYOUT STAKE | | | 0755 642035-001 1.000 EA | 2500.00000 2500.00| 2300.00000 2300.00| 3355.50000 3355.50 RISER | | | 0760 642036-001 108.000 CY | 35.00000 3780.00| 41.25000 4455.00| 15.20000 1641.60 SEDIMENT REMOVAL | | | 0765 642050-001 1.000 EA | 450.00000 450.00| 1850.00000 1850.00| 489.00000 489.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 23,695.00| $ 29,823.50| $ 15,728.59 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 COMPUTER SYSTEM | | | 0770 640004-001 LUMP | 2000.00000 2000.00| 4000.00000 4000.00| 4175.00000 4175.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,000.00| $ 4,000.00| $ 4,175.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE # 10590 | | | 0775 203001-000 LUMP | 392000.00000 392000.00| 400000.00000 400000.00| 489448.83000 489448.83 DISMANTLING STRUCTURE | | | 0780 212001-000 515.000 CY | 50.00000 25750.00| 75.00000 38625.00| 103.52000 53312.80 STRUCTURE EXCAVATION | | | 0785 212005-000 123.000 CY | 65.00000 7995.00| 125.00000 15375.00| 151.90000 18683.70 SELECT MATERIAL FOR BACKFILLING | | | 0790 218004-003 1155.000 SY | 65.00000 75075.00| 40.00000 46200.00| 63.01000 72776.55 12 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0795 601002-001 730.000 CY | 950.00000 693500.00| 800.00000 584000.00| 697.61000 509255.30 CLASS B CONCRETE | | | 0800 601003-001 184.000 CY | 800.00000 147200.00| 550.00000 101200.00| 829.25000 152582.00 CLASS K CONCRETE | | | 0805 601009-001 1348.000 CY | 900.00000 1213200.00| 650.00000 876200.00| 795.50000 1072334.00 CLASS H CONCRETE | | | 0810 602001-001 122912.000 LB | 1.25000 153640.00| 1.03000 126599.36| 1.13000 138890.56 REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/04/11 PAGE : 025 -23 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0110748 COUNTIES : LOGAN LETTING DATE : 12/07/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1696132 |( 5 ) 55-0481221 |( 6 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0815 602002-001 273802.000 LB | 1.25000 342252.50| 1.11000 303920.22| 1.26000 344990.52 EPOXY COATED REINFORCING STEEL BAR | | | 0820 608001-004 125.000 LF | 40.00000 5000.00| 95.00000 11875.00| 122.64000 15330.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0825 608001-006 80.000 LF | 50.00000 4000.00| 140.00000 11200.00| 178.90000 14312.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0830 615001-001 1213558.000 LS | 1795000.00000 1795000.00| 1454500.00000 1454500.00| 1856530.05000 1856530.05 STEEL SUPERSTRUCTURE | | | 0835 615029-001 32.000 EA | 2500.00000 80000.00| 2000.00000 64000.00| 2419.12000 77411.84 NON-GUIDED BEARING, ELASTOMERIC | | | 0840 615030-001 8.000 EA | 2750.00000 22000.00| 2000.00000 16000.00| 2458.50000 19668.00 FIXED BEARING, ELASTOMERIC | | | 0845 616005-003 496.000 LF | 135.00000 66960.00| 150.00000 74400.00| 76.51000 37948.96 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0850 617003-001 518.000 LF | 200.00000 103600.00| 85.00000 44030.00| 128.27000 66443.86 ALUMINUM RAILING | | | 0855 625001-014 45.000 LF | 675.00000 30375.00| 1500.00000 67500.00| 1226.44000 55189.80 42 INCH DIAMETER DRILLED CAISSONS | | | 0860 625001-020 191.000 LF | 750.00000 143250.00| 1500.00000 286500.00| 1260.19000 240696.29 60 INCH DIAMETER DRILLED CAISSONS | | | 0865 625003-012 47.000 LF | 850.00000 39950.00| 1500.00000 70500.00| 1282.69000 60286.43 36 INCH ROCK SOCKET FOUNDATION | | | 0870 625003-018 205.000 LF | 1100.00000 225500.00| 1500.00000 307500.00| 1192.68000 244499.40 54 INCH ROCK SOCKET FOUNDATION | | | 0875 639001-001 LUMP | 50000.00000 50000.00| 15000.00000 15000.00| 61884.34000 61884.34 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 5,616,247.50| $ 4,915,124.58| $ 5,602,475.23 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,143,481.36| $ 11,250,306.60| $ 13,082,862.49 ====================================================================================================================================