WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0825680 COUNTIES : GREENBRIER LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : NEW DISTRICT 9 HEADQUARTER PROJECT(S) : G013-0HDQ/00-009.00 00 LOCATION: BEG: JCT. CR 30 AND CR 38 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0463879 RADFORD & RADFORD, INC. $ 3,426,157.40 100.0000% 2 43-2051555 OVAL CONSTRUCTION MANAGEMENT LLC $ 3,811,612.24 111.2504% 3 55-0783089 PARAMOUNT BUILDERS LLC $ 3,898,671.20 113.7914% 4 54-1161087 CORTE CONSTRUCTION CO., INC. & SUBSIDIARY $ 4,365,505.00 127.4169% 54-1944474 CONTEMPORARY BUILDERS, DCI/SHIRES, INC. DBA IRREGULAR 55-0683907 SWOPE CONSTRUCTION CO. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0825680 COUNTIES : GREENBRIER LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0463879 |( 2 ) 43-2051555 |( 3 ) 55-0783089 |RADFORD & RADFORD, INC. |OVAL CONSTRUCTION MANAGEMENT |PARAMOUNT BUILDERS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CONSTRUCT OFFICE BUILDING | | | 0005 606023-001 3.000 EA | 2.00000 6.00| 550.00000 1650.00| 554.45000 1663.35 UNDERDRAIN JUNCTION BOX | | | 0010 606025-002 325.000 LF | 21.49000 6984.25| 28.60000 9295.00| 30.37000 9870.25 4 INCH UNDERDRAIN PIPE | | | 0015 606025-004 880.000 LF | 13.78000 12126.40| 29.70000 26136.00| 22.18000 19518.40 6 INCH UNDERDRAIN PIPE | | | 0020 606025-006 20.000 LF | 15.40000 308.00| 30.80000 616.00| 27.72000 554.40 8 INCH UNDERDRAIN PIPE | | | 0025 609001-001 577.000 SY | 46.54000 26853.58| 66.72000 38497.44| 72.17000 41642.09 CONCRETE SIDEWALK | | | 0030 609002-001 96.000 CY | 71.41000 6855.36| 52.80000 5068.80| 53.23000 5110.08 BED COURSE MATERIAL | | | 0035 610001-001 671.000 LF | 16.42000 11017.82| 22.00000 14762.00| 25.50000 17110.50 PLAIN CONCRETE CURBING, TYPE I | | | 0040 639001-001 LUMP | 1027.00000 1027.00| 4400.00000 4400.00| 11709.44000 11709.44 CONSTRUCTION LAYOUT STAKE | | | 0045 670007-014 178.000 LF | 26.72000 4756.16| 22.00000 3916.00| 19.96000 3552.88 2.5 INCH PLASTIC PIPE, CLASS 200 | | | 0050 670007-020 187.000 LF | 29.09000 5439.83| 33.00000 6171.00| 28.47000 5323.89 6 INCH PLASTIC PIPE, CLASS 200 | | | 0055 670009-200 1.000 EA | 11783.00000 11783.00| 12100.00000 12100.00| 11532.50000 11532.50 6 INCH GATE VALVE AND VALVE BOX | | | 0060 672001-001 LUMP | 3339000.00000 3339000.00| 3689000.00000 3689000.00| 3771083.42000 3771083.42 CONSTRUCT OFFICE BUILDING | | | SECTION TOTALS | $ 3,426,157.40| $ 3,811,612.24| $ 3,898,671.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,426,157.40| $ 3,811,612.24| $ 3,898,671.20 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0825680 COUNTIES : GREENBRIER LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 54-1161087 |( ) |( ) |CORTE CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CONSTRUCT OFFICE BUILDING | | | 0005 606023-001 3.000 EA | 325.00000 975.00| | UNDERDRAIN JUNCTION BOX | | | 0010 606025-002 325.000 LF | 30.00000 9750.00| | 4 INCH UNDERDRAIN PIPE | | | 0015 606025-004 880.000 LF | 32.00000 28160.00| | 6 INCH UNDERDRAIN PIPE | | | 0020 606025-006 20.000 LF | 75.00000 1500.00| | 8 INCH UNDERDRAIN PIPE | | | 0025 609001-001 577.000 SY | 105.00000 60585.00| | CONCRETE SIDEWALK | | | 0030 609002-001 96.000 CY | 175.00000 16800.00| | BED COURSE MATERIAL | | | 0035 610001-001 671.000 LF | 45.00000 30195.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0040 639001-001 LUMP | 2500.00000 2500.00| | CONSTRUCTION LAYOUT STAKE | | | 0045 670007-014 178.000 LF | 30.00000 5340.00| | 2.5 INCH PLASTIC PIPE, CLASS 200 | | | 0050 670007-020 187.000 LF | 100.00000 18700.00| | 6 INCH PLASTIC PIPE, CLASS 200 | | | 0055 670009-200 1.000 EA | 1000.00000 1000.00| | 6 INCH GATE VALVE AND VALVE BOX | | | 0060 672001-001 LUMP | 4190000.00000 4190000.00| | CONSTRUCT OFFICE BUILDING | | | SECTION TOTALS | $ 4,365,505.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,365,505.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0806041 COUNTIES : MINGO LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : KING COAL HWY: RELOCATED CO 8 - 8/1 & TEMP CO 8 PROJECT(S) : U330-0052/00-039.70 04 0HPP 0052 262 000 LOCATION: MOUNTAIN VIEW - 0.3 MI E I/S CR 8 & 8/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-8314888 APPALACHIAN PAVING & AGGREGATE, LLC $ 2,246,385.13 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 2,479,634.56 110.3833% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0806041 COUNTIES : MINGO LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-8314888 |( 2 ) 55-0570769 |( ) |APPALACHIAN PAVING & AGGREGA |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVING | | | 0005 202001-000 1.000 LS | 4100.00000 4100.00| 5000.00000 5000.00| BUILDING DEMOLITION NUMBER, 2/3 | | | 0010 204001-000 LUMP | 3000.00000 3000.00| 43000.00000 43000.00| MOBILIZATION | | | 0015 207002-000 11998.000 CY | 7.20000 86385.60| 11.00000 131978.00| SUBGRADE | | | 0020 207034-000 68973.000 SY | 1.50000 103459.50| 1.50000 103459.50| FABRIC FOR SEPARATION | | | 0025 307001-000 10652.000 CY | 57.94000 617176.88| 60.00000 639120.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0030 307001-000 2153.000 CY | 62.50000 134562.50| 60.00000 129180.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0035 601002-001 64.800 CY | 900.00000 58320.00| 550.00000 35640.00| CLASS B CONCRETE | | | 0040 607001-001 6210.000 LF | 9.28000 57628.80| 9.00000 55890.00| TYPE 1 GUARDRAIL, CLASS II | | | 0045 636008-001 4567.000 LF | 0.25000 1141.75| 0.28000 1278.76| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0050 636011-001 12730.000 UN | 1.00000 12730.00| 1.00000 12730.00| TRAFFIC CONTROL DEVICE | | | 0055 636012-010 4.000 EA | 500.00000 2000.00| 350.00000 1400.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0060 636013-001 200.000 EA | 5.00000 1000.00| 3.50000 700.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0065 636014-001 650.000 HR | 36.75000 23887.50| 50.00000 32500.00| FLAGGER | | | 0070 636014-002 250.000 HR | 35.00000 8750.00| 50.00000 12500.00| TRAFFIC DIRECTOR | | | 0075 636018-001 48.000 LF | 1.00000 48.00| 15.00000 720.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0080 636023-001 1.000 LS | 8000.00000 8000.00| 42000.00000 42000.00| TEMPORARY TRAFFIC SIGNAL | | | 0085 636025-001 1200.000 DA | 1.25000 1500.00| 1.50000 1800.00| WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0806041 COUNTIES : MINGO LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-8314888 |( 2 ) 55-0570769 |( ) |APPALACHIAN PAVING & AGGREGA |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 35000.00000 35000.00| 43500.00000 43500.00| CONSTRUCTION LAYOUT STAKE | | | 0095 640003-001 LUMP | 6260.00000 6260.00| 750.00000 750.00| BUILDING EQUIPMENT | | | 0100 640006-001 6.000 MO | 950.00000 5700.00| 2000.00000 12000.00| SMALL FIELD OFFICE | | | 0105 681001-001 LUMP | 500.00000 500.00| 4500.00000 4500.00| ASBESTOS ABATEMENT, NUMBER 2/3 | | | 0110 401001-001 AA1 8939.000 TN | 71.00000 634669.00| 76.00000 679364.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0115 401001-002 AA2 8532.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0120 401001-001 BB1 4407.000 TN | 72.50000 319507.50| 81.00000 356967.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0125 401001-002 BB2 4211.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0130 401002-001 CC1 1366.000 TN | 73.85000 100879.10| 83.00000 113378.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0135 401002-002 CC2 1305.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0140 636002-001 DD1 120.000 TN | 30.00000 3600.00| 25.00000 3000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0145 636002-002 DD2 109.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 2,229,806.13| $ 2,462,355.26| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 PAVEMENT MARKINGS | | | 0150 663001-004 27262.000 LF | 0.25000 6815.50| 0.28000 7633.36| EDGE LINE, TYPE II (WHITE) | | | 0155 663001-004 610.000 LF | 0.25000 152.50| 0.28000 170.80| EDGE LINE, TYPE II (YELLOW) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0806041 COUNTIES : MINGO LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-8314888 |( 2 ) 55-0570769 |( ) |APPALACHIAN PAVING & AGGREGA |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 663003-005 27228.000 LF | 0.25000 6807.00| 0.28000 7623.84| BARRIER LINE, TYPE II (YELLOW) | | | 0165 663004-004 160.000 LF | 0.50000 80.00| 0.33000 52.80| CHANNELIZING LINE, TYPE II (8") | | | 0170 663005-010 24.000 LF | 15.00000 360.00| 12.50000 300.00| STOP LINE, TYPE V (24") | | | 0175 663007-010 96.000 LF | 12.00000 1152.00| 7.50000 720.00| STRIPE, TYPE V (WHITE) (12") | | | 0180 663007-010 91.000 LF | 12.00000 1092.00| 7.50000 682.50| STRIPE, TYPE V (YELLOW) (12") | | | 0185 663008-005 6.000 EA | 20.00000 120.00| 16.00000 96.00| YIELD TRIANGLE, TYPE V | | | SECTION TOTALS | $ 16,579.00| $ 17,279.30| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,246,385.13| $ 2,479,634.56| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : BEECH FORK CONCRETE BEAM BRIDGE PROJECT(S) : S350-0152/00-040.39 00 00BR 0152 042 D00 LOCATION: / BEECH FORK CREEK, 0.08 MI N CO 52/46 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-3667285 MCCOY CONSTRUCTION COMPANY $ 1,623,270.82 100.0000% 2 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 1,665,671.06 102.6120% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,693,940.25 104.3535% 4 34-1199322 VELOTTA COMPANY, THE $ 1,706,577.94 105.1321% 5 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,756,113.00 108.1836% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 26-1621615 |( 3 ) 55-0487806 |MCCOY CONSTRUCTION COMPANY |TURMAN CONSTRUCTION LLC |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 | 55000.00000 55000.00| 50000.00000 50000.00| 36000.00000 36000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 65000.00000 65000.00| 85000.00000 85000.00| 84000.00000 84000.00 MOBILIZATION | | | 0015 207001-001 9100.000 CY | 8.00000 72800.00| 8.00000 72800.00| 9.30000 84630.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 472.000 CY | 60.00000 28320.00| 60.00000 28320.00| 62.00000 29264.00 SUBGRADE | | | 0025 207034-000 3774.000 SY | 1.55000 5849.70| 4.00000 15096.00| 1.80000 6793.20 FABRIC FOR SEPARATION | | | 0030 211001-000 8605.000 CY | 9.00000 77445.00| 9.00000 77445.00| 9.50000 81747.50 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211008-000 100.000 TN | 44.00000 4400.00| 60.00000 6000.00| 50.00000 5000.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 621.000 CY | 60.00000 37260.00| 60.00000 37260.00| 72.00000 44712.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 198.000 CY | 60.00000 11880.00| 65.00000 12870.00| 100.00000 19800.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 408002-001 80.000 GA | 2.50000 200.00| 2.50000 200.00| 3.30000 264.00 BITUMINOUS MATERIAL | | | 0055 502001-012 178.000 SY | 200.00000 35600.00| 210.00000 37380.00| 230.00000 40940.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 607001-001 50.000 LF | 14.50000 725.00| 18.00000 900.00| 20.00000 1000.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0065 607006-001 4.000 EA | 1465.00000 5860.00| 1600.00000 6400.00| 1000.00000 4000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0070 607009-001 762.500 LF | 4.90000 3736.25| 7.50000 5718.75| 7.70000 5871.25 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 610005-002 16.000 LF | 12.00000 192.00| 60.00000 960.00| 28.00000 448.00 BITUMINOUS CURB, TYPE II | | | 0080 636005-001 1.000 LS | 230000.00000 230000.00| 150000.00000 150000.00| 130000.00000 130000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0085 636007-001 400.000 LF | 1.00000 400.00| 1.00000 400.00| 1.30000 520.00 ERADICATION OF PAVEMENT MARKING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 26-1621615 |( 3 ) 55-0487806 |MCCOY CONSTRUCTION COMPANY |TURMAN CONSTRUCTION LLC |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636008-001 4040.000 LF | 0.25000 1010.00| 0.25000 1010.00| 0.32000 1292.80 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0095 636011-001 8260.000 UN | 1.00000 8260.00| 1.07000 8838.20| 1.30000 10738.00 TRAFFIC CONTROL DEVICE | | | 0100 636012-010 1.000 EA | 500.00000 500.00| 375.00000 375.00| 630.00000 630.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0105 636013-001 120.000 EA | 5.00000 600.00| 4.00000 480.00| 6.30000 756.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0110 636014-001 500.000 HR | 50.00000 25000.00| 50.00000 25000.00| 58.00000 29000.00 FLAGGER | | | 0115 636017-001 80.000 LF | 35.00000 2800.00| 60.00000 4800.00| 60.00000 4800.00 TEMPORARY CONCRETE BARRIER | | | 0120 636019-001 1050.000 LF | 9.95000 10447.50| 9.00000 9450.00| 9.90000 10395.00 TEMPORARY GUARDRAIL BARRIER | | | 0125 636024-001 25.000 LF | 50.00000 1250.00| 50.00000 1250.00| 56.00000 1400.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0130 636025-001 365.000 DA | 1.25000 456.25| 1.25000 456.25| 1.60000 584.00 WARNING LIGHTS, TYPE B | | | 0135 638004-001 1.000 EA | 500.00000 500.00| 100.00000 100.00| 360.00000 360.00 OUTLET MARKER | | | 0140 639001-001 LUMP | 5500.00000 5500.00| 7500.00000 7500.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0145 640003-001 LUMP | 1500.00000 1500.00| 1600.00000 1600.00| 1200.00000 1200.00 BUILDING EQUIPMENT | | | 0150 640006-001 12.000 MO | 1000.00000 12000.00| 1000.00000 12000.00| 1500.00000 18000.00 SMALL FIELD OFFICE | | | 0155 642004-001 155.000 LB | 2.50000 387.50| 0.50000 77.50| 2.80000 434.00 SEED MIXTURE, TEMPORARY | | | 0160 642004-002 304.000 LB | 4.50000 1368.00| 4.29000 1304.16| 4.70000 1428.80 SEED MIXTURE, B | | | 0165 642005-001 6.200 TN | 750.00000 4650.00| 900.00000 5580.00| 940.00000 5828.00 MULCH, STRAW OR HAY | | | 0170 642006-001 1.200 TN | 1000.00000 1200.00| 800.00000 960.00| 830.00000 996.00 FERTILIZER | | | 0175 642010-001 4.600 TN | 50.00000 230.00| 40.85000 187.91| 44.00000 202.40 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 26-1621615 |( 3 ) 55-0487806 |MCCOY CONSTRUCTION COMPANY |TURMAN CONSTRUCTION LLC |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 642012-001 4290.000 LF | 3.50000 15015.00| 4.00000 17160.00| 3.30000 14157.00 SILT FENCE | | | 0185 642031-001 23.000 EA | 45.00000 1035.00| 150.00000 3450.00| 200.00000 4600.00 DITCH CHECK | | | 0190 642033-001 215.000 CY | 5.00000 1075.00| 75.00000 16125.00| 110.00000 23650.00 SEDIMENT TRAP | | | 0195 642036-001 215.000 CY | 5.00000 1075.00| 65.00000 13975.00| 19.00000 4085.00 SEDIMENT REMOVAL | | | 0200 642042-001 5.000 EA | 150.00000 750.00| 200.00000 1000.00| 150.00000 750.00 FLOCCULANT BLOCK | | | 0205 642050-001 2.000 EA | 125.00000 250.00| 700.00000 1400.00| 1200.00000 2400.00 DEWATERING DEVICE | | | 0210 652001-001 2.100 TN | 50.00000 105.00| 40.85000 85.79| 44.00000 92.40 AGRICULTURAL LIMESTONE | | | 0215 652002-001 1.200 TN | 1000.00000 1200.00| 822.00000 986.40| 890.00000 1068.00 FERTILIZER, 10-20-10 | | | 0220 652002-002 0.200 TN | 1500.00000 300.00| 1531.75000 306.35| 1700.00000 340.00 FERTILIZER, UREA FORMALDEHYDE | | | 0225 652003-001 243.000 LB | 10.00000 2430.00| 11.23000 2728.89| 12.00000 2916.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0230 652004-001 2.800 TN | 750.00000 2100.00| 867.99000 2430.37| 940.00000 2632.00 STRAW OR HAY MULCH | | | 0235 655001-001 77.000 SY | 2.00000 154.00| 2.55000 196.35| 2.80000 215.60 MATTING | | | 0240 655002-001 29.000 SY | 8.00000 232.00| 7.66000 222.14| 8.30000 240.70 PERMANENT EROSION MATTING, TYPE B | | | 0245 663001-004 1900.000 LF | 0.25000 475.00| 0.25000 475.00| 0.32000 608.00 EDGE LINE, TYPE II ,WHITE | | | 0250 663003-005 2400.000 LF | 0.25000 600.00| 0.25000 600.00| 0.32000 768.00 BARRIER LINE, TYPE II ,YELLOW | | | 0255 663007-010 140.000 LF | 15.00000 2100.00| 10.00000 1400.00| 19.00000 2660.00 STRIPE, TYPE V ,YELLOW (12") | | | 0260 401001-001 AA1 457.000 TN | 99.00000 45243.00| 90.00000 41130.00| 99.00000 45243.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0265 401001-002 AA2 437.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 26-1621615 |( 3 ) 55-0487806 |MCCOY CONSTRUCTION COMPANY |TURMAN CONSTRUCTION LLC |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 401001-001 BB1 225.000 TN | 105.00000 23625.00| 95.00000 21375.00| 99.00000 22275.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0275 401001-002 BB2 215.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0280 401003-001 CC1 22.000 TN | 105.00000 2310.00| 95.00000 2090.00| 100.00000 2200.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0285 401003-002 CC2 21.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0290 402001-001 DD1 386.000 TN | | 95.00000 36670.00| 100.00000 38600.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0295 402001-002 DD2 369.000 TN | 105.00000 38745.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0300 636002-001 EE1 60.000 TN | 30.00000 1800.00| 65.00000 3900.00| 39.00000 2340.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0305 636002-002 EE2 57.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 852,946.20| $ 835,425.06| $ 849,875.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0310 639001-001 LUMP | 1000.00000 1000.00| 2500.00000 2500.00| 1100.00000 1100.00 CONSTRUCTION LAYOUT STAKE | | | 0315 670007-020 93.000 LF | 75.00000 6975.00| 135.00000 12555.00| 120.00000 11160.00 6 INCH PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 7,975.00| $ 15,055.00| $ 12,260.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEWERLINE RELOCATION | | | 0320 639001-001 LUMP | 1000.00000 1000.00| 2500.00000 2500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0325 675007-018 245.000 LF | 40.00000 9800.00| 74.00000 18130.00| 76.00000 18620.00 4 INCH PLASTIC SEWER PIPE | | | SECTION TOTALS | $ 10,800.00| $ 20,630.00| $ 20,120.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #1285 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 26-1621615 |( 3 ) 55-0487806 |MCCOY CONSTRUCTION COMPANY |TURMAN CONSTRUCTION LLC |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0330 203001-000 LUMP | 50000.00000 50000.00| 50000.00000 50000.00| 60000.00000 60000.00 DISMANTLING STRUCTURE | | | 0335 212001-000 317.000 CY | 15.00000 4755.00| 40.00000 12680.00| 81.00000 25677.00 STRUCTURE EXCAVATION | | | 0340 212005-000 76.000 CY | 125.00000 9500.00| 100.00000 7600.00| 100.00000 7600.00 SELECT MATERIAL FOR BACKFILLING | | | 0345 218006-000 364.000 CY | 50.00000 18200.00| 75.00000 27300.00| 87.00000 31668.00 FOUNDATION PROTECTION | | | 0350 601002-001 94.000 CY | 600.00000 56400.00| 1000.00000 94000.00| 900.00000 84600.00 CLASS B CONCRETE | | | 0355 601003-001 28.000 CY | 1000.00000 28000.00| 1200.00000 33600.00| 860.00000 24080.00 CLASS K CONCRETE | | | 0360 601009-001 228.000 CY | 725.00000 165300.00| 800.00000 182400.00| 790.00000 180120.00 CLASS H CONCRETE | | | 0365 602001-001 11278.000 LB | 1.00000 11278.00| 1.10000 12405.80| 1.10000 12405.80 REINFORCING STEEL BAR | | | 0370 602002-001 51146.000 LB | 0.97000 49611.62| 1.20000 61375.20| 1.30000 66489.80 EPOXY COATED REINFORCING STEEL BAR | | | 0375 615001-001 162950.000 LS | 300000.00000 300000.00| 220000.00000 220000.00| 250000.00000 250000.00 STEEL SUPERSTRUCTURE | | | 0380 615029-001 8.000 EA | 700.00000 5600.00| 500.00000 4000.00| 310.00000 2480.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0385 616005-004 737.000 LF | 65.00000 47905.00| 100.00000 73700.00| 72.00000 53064.00 HP10X57 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0390 639001-001 LUMP | 4000.00000 4000.00| 12500.00000 12500.00| 11000.00000 11000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 750,549.62| $ 791,561.00| $ 809,184.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0395 640004-001 LUMP | 1000.00000 1000.00| 3000.00000 3000.00| 2500.00000 2500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 1,000.00| $ 3,000.00| $ 2,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,623,270.82| $ 1,665,671.06| $ 1,693,940.25 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 62-1345425 |( ) |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 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 50000.00000 50000.00| 75000.00000 75000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 92000.00000 92000.00| 90000.00000 90000.00| MOBILIZATION | | | 0015 207001-001 9100.000 CY | 8.00000 72800.00| 8.80000 80080.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 472.000 CY | 60.00000 28320.00| 66.00000 31152.00| SUBGRADE | | | 0025 207034-000 3774.000 SY | 2.00000 7548.00| 1.00000 3774.00| FABRIC FOR SEPARATION | | | 0030 211001-000 8605.000 CY | 9.00000 77445.00| 9.90000 85189.50| UNCLASSIFIED BORROW EXCAVATION | | | 0035 211008-000 100.000 TN | 45.00000 4500.00| 50.00000 5000.00| ROCK BORROW EXCAVATION | | | 0040 307001-000 621.000 CY | 65.00000 40365.00| 80.00000 49680.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 198.000 CY | 68.00000 13464.00| 100.00000 19800.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0050 408002-001 80.000 GA | 2.50000 200.00| 2.80000 224.00| BITUMINOUS MATERIAL | | | 0055 502001-012 178.000 SY | 195.00000 34710.00| 215.00000 38270.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 607001-001 50.000 LF | 18.00000 900.00| 16.00000 800.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0065 607006-001 4.000 EA | 925.00000 3700.00| 1610.00000 6440.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0070 607009-001 762.500 LF | 6.96000 5307.00| 5.40000 4117.50| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 610005-002 16.000 LF | 50.00000 800.00| 72.00000 1152.00| BITUMINOUS CURB, TYPE II | | | 0080 636005-001 1.000 LS | 200000.00000 200000.00| 115600.00000 115600.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0085 636007-001 400.000 LF | 0.95000 380.00| 1.10000 440.00| ERADICATION OF PAVEMENT MARKING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 62-1345425 |( ) |VELOTTA COMPANY, THE |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636008-001 4040.000 LF | 0.24000 969.60| 0.30000 1212.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0095 636011-001 8260.000 UN | 1.05000 8673.00| 1.10000 9086.00| TRAFFIC CONTROL DEVICE | | | 0100 636012-010 1.000 EA | 350.00000 350.00| 550.00000 550.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0105 636013-001 120.000 EA | 3.50000 420.00| 5.50000 660.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0110 636014-001 500.000 HR | 45.00000 22500.00| 48.00000 24000.00| FLAGGER | | | 0115 636017-001 80.000 LF | 30.00000 2400.00| 11.00000 880.00| TEMPORARY CONCRETE BARRIER | | | 0120 636019-001 1050.000 LF | 8.90000 9345.00| 11.00000 11550.00| TEMPORARY GUARDRAIL BARRIER | | | 0125 636024-001 25.000 LF | 50.00000 1250.00| 55.00000 1375.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0130 636025-001 365.000 DA | 1.00000 365.00| 1.40000 511.00| WARNING LIGHTS, TYPE B | | | 0135 638004-001 1.000 EA | 150.00000 150.00| 205.00000 205.00| OUTLET MARKER | | | 0140 639001-001 LUMP | 14000.00000 14000.00| 20000.00000 20000.00| CONSTRUCTION LAYOUT STAKE | | | 0145 640003-001 LUMP | 2500.00000 2500.00| 1070.00000 1070.00| BUILDING EQUIPMENT | | | 0150 640006-001 12.000 MO | 2000.00000 24000.00| 1850.00000 22200.00| SMALL FIELD OFFICE | | | 0155 642004-001 155.000 LB | 2.50000 387.50| 2.80000 434.00| SEED MIXTURE, TEMPORARY | | | 0160 642004-002 304.000 LB | 4.20000 1276.80| 4.60000 1398.40| SEED MIXTURE, B | | | 0165 642005-001 6.200 TN | 850.00000 5270.00| 935.00000 5797.00| MULCH, STRAW OR HAY | | | 0170 642006-001 1.200 TN | 750.00000 900.00| 825.00000 990.00| FERTILIZER | | | 0175 642010-001 4.600 TN | 40.00000 184.00| 44.00000 202.40| AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 62-1345425 |( ) |VELOTTA COMPANY, THE |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 642012-001 4290.000 LF | 2.00000 8580.00| 2.00000 8580.00| SILT FENCE | | | 0185 642031-001 23.000 EA | 50.00000 1150.00| 40.00000 920.00| DITCH CHECK | | | 0190 642033-001 215.000 CY | 10.00000 2150.00| 4.00000 860.00| SEDIMENT TRAP | | | 0195 642036-001 215.000 CY | 10.00000 2150.00| 4.00000 860.00| SEDIMENT REMOVAL | | | 0200 642042-001 5.000 EA | 125.00000 625.00| 200.00000 1000.00| FLOCCULANT BLOCK | | | 0205 642050-001 2.000 EA | 300.00000 600.00| 905.00000 1810.00| DEWATERING DEVICE | | | 0210 652001-001 2.100 TN | 40.00000 84.00| 44.00000 92.40| AGRICULTURAL LIMESTONE | | | 0215 652002-001 1.200 TN | 800.00000 960.00| 880.00000 1056.00| FERTILIZER, 10-20-10 | | | 0220 652002-002 0.200 TN | 1500.00000 300.00| 1650.00000 330.00| FERTILIZER, UREA FORMALDEHYDE | | | 0225 652003-001 243.000 LB | 11.00000 2673.00| 12.00000 2916.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0230 652004-001 2.800 TN | 850.00000 2380.00| 935.00000 2618.00| STRAW OR HAY MULCH | | | 0235 655001-001 77.000 SY | 2.50000 192.50| 2.80000 215.60| MATTING | | | 0240 655002-001 29.000 SY | 7.50000 217.50| 8.30000 240.70| PERMANENT EROSION MATTING, TYPE B | | | 0245 663001-004 1900.000 LF | 0.24000 456.00| 0.30000 570.00| EDGE LINE, TYPE II ,WHITE | | | 0250 663003-005 2400.000 LF | 0.24000 576.00| 0.30000 720.00| BARRIER LINE, TYPE II ,YELLOW | | | 0255 663007-010 140.000 LF | 9.00000 1260.00| 17.00000 2380.00| STRIPE, TYPE V ,YELLOW (12") | | | 0260 401001-001 AA1 457.000 TN | 90.00000 41130.00| 99.00000 45243.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0265 401001-002 AA2 437.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 62-1345425 |( ) |VELOTTA COMPANY, THE |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 401001-001 BB1 225.000 TN | 95.00000 21375.00| 105.00000 23625.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0275 401001-002 BB2 215.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0280 401003-001 CC1 22.000 TN | 95.00000 2090.00| 105.00000 2310.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0285 401003-002 CC2 21.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0290 402001-001 DD1 386.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0295 402001-002 DD2 369.000 TN | 95.00000 35055.00| 105.00000 38745.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0300 636002-001 EE1 60.000 TN | 41.26000 2475.60| 43.00000 2580.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0305 636002-002 EE2 57.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 853,859.50| $ 846,511.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0310 639001-001 LUMP | 500.00000 500.00| 5000.70000 5000.70| CONSTRUCTION LAYOUT STAKE | | | 0315 670007-020 93.000 LF | 150.00000 13950.00| 110.00000 10230.00| 6 INCH PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 14,450.00| $ 15,230.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEWERLINE RELOCATION | | | 0320 639001-001 LUMP | 500.00000 500.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0325 675007-018 245.000 LF | 105.00000 25725.00| 62.00000 15190.00| 4 INCH PLASTIC SEWER PIPE | | | SECTION TOTALS | $ 26,225.00| $ 20,190.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #1285 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0413850 COUNTIES : WAYNE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 62-1345425 |( ) |VELOTTA COMPANY, THE |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0330 203001-000 LUMP | 45000.00000 45000.00| 45000.00000 45000.00| DISMANTLING STRUCTURE | | | 0335 212001-000 317.000 CY | 150.00000 47550.00| 30.00000 9510.00| STRUCTURE EXCAVATION | | | 0340 212005-000 76.000 CY | 120.00000 9120.00| 130.00000 9880.00| SELECT MATERIAL FOR BACKFILLING | | | 0345 218006-000 364.000 CY | 45.00000 16380.00| 65.00000 23660.00| FOUNDATION PROTECTION | | | 0350 601002-001 94.000 CY | 800.00000 75200.00| 835.00000 78490.00| CLASS B CONCRETE | | | 0355 601003-001 28.000 CY | 900.00000 25200.00| 1080.00000 30240.00| CLASS K CONCRETE | | | 0360 601009-001 228.000 CY | 700.00000 159600.00| 800.00000 182400.00| CLASS H CONCRETE | | | 0365 602001-001 11278.000 LB | 0.97000 10939.66| 1.30000 14661.40| REINFORCING STEEL BAR | | | 0370 602002-001 51146.000 LB | 1.03000 52680.38| 1.40000 71604.40| EPOXY COATED REINFORCING STEEL BAR | | | 0375 615001-001 162950.000 LS | 241723.00000 241723.00| 343000.00000 343000.00| STEEL SUPERSTRUCTURE | | | 0380 615029-001 8.000 EA | 450.00000 3600.00| 450.00000 3600.00| NON-GUIDED BEARING, ELASTOMERIC | | | 0385 616005-004 737.000 LF | 150.00000 110550.00| 55.00000 40535.00| HP10X57 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0390 639001-001 LUMP | 12000.00000 12000.00| 20000.00000 20000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 809,543.04| $ 872,580.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0395 640004-001 LUMP | 2500.40000 2500.40| 1600.00000 1600.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,500.40| $ 1,600.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,706,577.94| $ 1,756,113.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0733406 COUNTIES : BOONE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : ASHFORD - NELLIS ROAD SLIDE PROJECT(S) : S303-0001/00-012.20 00 LOCATION: 0.87 MI W WV 94 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 253,812.50 100.0000% 2 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 283,366.30 111.6439% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 296,289.00 116.7354% 4 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 379,139.00 149.3776% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0733406 COUNTIES : BOONE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 26-1621615 |( 3 ) 62-1345425 |BBR DRILLING COMPANY, INC. |TURMAN CONSTRUCTION LLC |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 1500.00000 1500.00| 7000.00000 7000.00| 38000.00000 38000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 14000.00000 14000.00| 14000.00000 14000.00| 8000.00000 8000.00 MOBILIZATION | | | 0015 207001-001 264.000 CY | 10.00000 2640.00| 50.00000 13200.00| 14.00000 3696.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 615.000 SY | 4.00000 2460.00| 1.30000 799.50| 1.00000 615.00 FABRIC FOR SEPARATION | | | 0025 604002-016 42.000 LF | 80.00000 3360.00| 120.00000 5040.00| 85.00000 3570.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0030 607001-001 200.000 LF | 24.75000 4950.00| 25.00000 5000.00| 16.00000 3200.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607010-020 200.000 LF | 2.00000 400.00| 4.00000 800.00| 3.00000 600.00 GUARDRAIL REMOVAL | | | 0040 614001-006 1600.000 LF | 95.00000 152000.00| 80.00000 128000.00| 62.00000 99200.00 HP12X53 STEEL PILE | | | 0045 614004-001 830.000 SF | 8.00000 6640.00| 25.00000 20750.00| 13.00000 10790.00 TIMBER LAGGING | | | 0050 636011-001 3440.000 UN | 1.00000 3440.00| 1.00000 3440.00| 1.00000 3440.00 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 100.000 HR | 50.00000 5000.00| 50.00000 5000.00| 58.00000 5800.00 FLAGGER | | | 0060 636025-001 360.000 DA | 5.00000 1800.00| 1.63000 586.80| 2.00000 720.00 WARNING LIGHTS, TYPE B | | | 0065 639001-001 LUMP | 1500.00000 1500.00| 3000.00000 3000.00| 68400.00000 68400.00 CONSTRUCTION LAYOUT STAKE | | | 0070 642012-001 225.000 LF | 2.00000 450.00| 4.00000 900.00| 2.00000 450.00 SILT FENCE | | | 0075 652002-001 0.030 TN | 10000.00000 300.00| 10000.00000 300.00| 2000.00000 60.00 FERTILIZER, 10-20-10 | | | 0080 652003-001 10.000 LB | 30.00000 300.00| 220.00000 2200.00| 60.00000 600.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0085 652004-001 0.050 TN | 5000.00000 250.00| 10000.00000 500.00| 2000.00000 100.00 STRAW OR HAY MULCH | | | 0090 663001-004 450.000 LF | 1.25000 562.50| 0.60000 270.00| 0.50000 225.00 EDGE LINE, TYPE II WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0733406 COUNTIES : BOONE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 26-1621615 |( 3 ) 62-1345425 |BBR DRILLING COMPANY, INC. |TURMAN CONSTRUCTION LLC |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663003-005 450.000 LF | 2.00000 900.00| 0.60000 270.00| 0.50000 225.00 BARRIER LINE, TYPE II | | | 0100 307005-001 AA1 313.000 TN | 40.00000 12520.00| 80.00000 25040.00| 28.00000 8764.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0105 307005-002 AA2 282.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0110 307005-001 BB1 184.000 TN | 30.00000 5520.00| 45.00000 8280.00| 31.00000 5704.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0115 307005-002 BB2 166.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0120 307005-001 CC1 6.000 TN | 80.00000 480.00| 210.00000 1260.00| 35.00000 210.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0125 307005-001 CC2 6.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0130 401001-001 DD1 248.000 TN | 110.00000 27280.00| 125.00000 31000.00| 115.00000 28520.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0135 401001-002 DD2 224.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0140 401002-001 EE1 28.000 TN | 145.00000 4060.00| 160.00000 4480.00| 150.00000 4200.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0145 401002-002 EE2 26.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0150 636002-001 FF1 50.000 TN | 30.00000 1500.00| 45.00000 2250.00| 24.00000 1200.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0155 636002-002 FF2 45.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 253,812.50| $ 283,366.30| $ 296,289.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 253,812.50| $ 283,366.30| $ 296,289.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0733406 COUNTIES : BOONE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( ) |( ) |THAXTON CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 10000.00000 10000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 17000.00000 17000.00| | MOBILIZATION | | | 0015 207001-001 264.000 CY | 100.00000 26400.00| | UNCLASSIFIED EXCAVATION | | | 0020 207034-000 615.000 SY | 2.00000 1230.00| | FABRIC FOR SEPARATION | | | 0025 604002-016 42.000 LF | 100.00000 4200.00| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0030 607001-001 200.000 LF | 50.00000 10000.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607010-020 200.000 LF | 25.00000 5000.00| | GUARDRAIL REMOVAL | | | 0040 614001-006 1600.000 LF | 100.00000 160000.00| | HP12X53 STEEL PILE | | | 0045 614004-001 830.000 SF | 20.00000 16600.00| | TIMBER LAGGING | | | 0050 636011-001 3440.000 UN | 2.25000 7740.00| | TRAFFIC CONTROL DEVICE | | | 0055 636014-001 100.000 HR | 45.00000 4500.00| | FLAGGER | | | 0060 636025-001 360.000 DA | 2.25000 810.00| | WARNING LIGHTS, TYPE B | | | 0065 639001-001 LUMP | 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKE | | | 0070 642012-001 225.000 LF | 10.00000 2250.00| | SILT FENCE | | | 0075 652002-001 0.030 TN | 300.00000 9.00| | FERTILIZER, 10-20-10 | | | 0080 652003-001 10.000 LB | 50.00000 500.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0085 652004-001 0.050 TN | 1000.00000 50.00| | STRAW OR HAY MULCH | | | 0090 663001-004 450.000 LF | 1.50000 675.00| | EDGE LINE, TYPE II WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0733406 COUNTIES : BOONE LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( ) |( ) |THAXTON CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663003-005 450.000 LF | 1.50000 675.00| | BARRIER LINE, TYPE II | | | 0100 307005-001 AA1 313.000 TN | 100.00000 31300.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0105 307005-002 AA2 282.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0110 307005-001 BB1 184.000 TN | 100.00000 18400.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0115 307005-002 BB2 166.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0120 307005-001 CC1 6.000 TN | 200.00000 1200.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0125 307005-001 CC2 6.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0130 401001-001 DD1 248.000 TN | 150.00000 37200.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0135 401001-002 DD2 224.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0140 401002-001 EE1 28.000 TN | 300.00000 8400.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0145 401002-002 EE2 26.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0150 636002-001 FF1 50.000 TN | 100.00000 5000.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0155 636002-002 FF2 45.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 379,139.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 379,139.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0721301 COUNTIES : MCDOWELL LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : SWITCHBACK - MAYBEURY ROAD PROJECT(S) : S324-0052/00-039.39 00 LOCATION: 0.36 MILE - 0.43 MILE WEST OF JCT. CO 52/12 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 684,599.00 100.0000% 2 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 693,503.00 101.3006% 3 55-0756636 JIM CONSTRUCTION, INC. $ 789,126.80 115.2685% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0721301 COUNTIES : MCDOWELL LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0710073 |( 2 ) 26-1621615 |( 3 ) 55-0756636 |TEAYS RIVER CONSTRUCTION COM |TURMAN CONSTRUCTION LLC |JIM CONSTRUCTION, 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 | 58000.00000 58000.00| 33000.00000 33000.00| 92500.00000 92500.00 MOBILIZATION | | | 0010 207001-001 989.000 CY | 55.00000 54395.00| 65.00000 64285.00| 132.00000 130548.00 UNCLASSIFIED EXCAVATION | | | 0015 307001-000 301.000 CY | 102.00000 30702.00| 75.00000 22575.00| 63.00000 18963.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0020 607006-001 2.000 EA | 2600.00000 5200.00| 1850.00000 3700.00| 3375.00000 6750.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0022 636007-001 1500.000 LF | 1.00000 1500.00| 0.90000 1350.00| 1.04000 1560.00 ERADICATION OF PAVEMENT MARKING | | | 0024 636009-001 1500.000 LF | 1.10000 1650.00| 1.30000 1950.00| 1.50000 2250.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0025 636011-001 2840.000 UN | 1.00000 2840.00| 1.00000 2840.00| 1.10000 3124.00 TRAFFIC CONTROL DEVICE | | | 0030 636012-010 2.000 EA | 500.00000 1000.00| 300.00000 600.00| 405.00000 810.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0035 636013-001 100.000 EA | 5.00000 500.00| 3.50000 350.00| 4.05000 405.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0040 636014-001 300.000 HR | 42.00000 12600.00| 50.00000 15000.00| 58.90000 17670.00 FLAGGER | | | 0045 636017-001 24.000 LF | 80.00000 1920.00| 110.00000 2640.00| 60.00000 1440.00 TEMPORARY CONCRETE BARRIER | | | 0050 636018-002 400.000 LF | 25.00000 10000.00| 16.00000 6400.00| 30.00000 12000.00 REMOVE AND RESET DOH FURNISHED | | | TEMPORARY CONCRETE BARRIER | | | 0055 636023-001 1.000 LS | 60000.00000 60000.00| 15000.00000 15000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL | | | 0060 636025-001 180.000 DA | 2.00000 360.00| 1.55000 279.00| 1.90000 342.00 WARNING LIGHTS, TYPE B | | | 0065 637001-001 2.000 MG | 50.00000 100.00| 65.00000 130.00| 200.00000 400.00 WATER FOR DUST PALLIATIVE | | | 0070 639001-001 LUMP | 10000.00000 10000.00| 3000.00000 3000.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKE | | | 0075 640003-001 LUMP | 1000.00000 1000.00| 3000.00000 3000.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0721301 COUNTIES : MCDOWELL LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0710073 |( 2 ) 26-1621615 |( 3 ) 55-0756636 |TEAYS RIVER CONSTRUCTION COM |TURMAN CONSTRUCTION LLC |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 640006-001 3.000 MO | 2500.00000 7500.00| 2000.00000 6000.00| 2000.00000 6000.00 SMALL FIELD OFFICE | | | 0085 664011-001 2.000 EA | 10000.00000 20000.00| 5000.00000 10000.00| 5175.00000 10350.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE II | | | 0090 401001-001 AA1 172.000 TN | 200.00000 34400.00| 140.00000 24080.00| 165.00000 28380.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0095 401001-002 AA2 165.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | SECTION TOTALS | $ 313,667.00| $ 216,179.00| $ 364,492.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 MOMENT SLAB | | | 0100 601002-001 270.000 CY | 400.00000 108000.00| 500.00000 135000.00| 463.00000 125010.00 CLASS B CONCRETE | | | 0105 601003-001 30.000 CY | 1400.00000 42000.00| 1500.00000 45000.00| 1575.00000 47250.00 CLASS K CONCRETE | | | 0110 601006-001 370.000 CY | 400.00000 148000.00| 610.00000 225700.00| 546.00000 202020.00 CLASS D CONCRETE | | | 0115 602002-001 33632.000 LB | 2.00000 67264.00| 2.00000 67264.00| 1.40000 47084.80 EPOXY COATED REINFORCING STEEL BAR | | | 0120 606025-004 436.000 LF | 13.00000 5668.00| 10.00000 4360.00| 7.50000 3270.00 6 INCH UNDERDRAIN PIPE | | | SECTION TOTALS | $ 370,932.00| $ 477,324.00| $ 424,634.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 684,599.00| $ 693,503.00| $ 789,126.80 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0829080 COUNTIES : MINGO LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : US 52 CUT STONE CULVERT PROJECT(S) : S330-0052/00-012.50 00 LOCATION: US 52, MP 12.50 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0535003 KANAWHA STONE COMPANY, INC. $ 485,602.86 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 538,423.50 110.8773% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0829080 COUNTIES : MINGO LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0710073 |( ) |KANAWHA STONE COMPANY, INC. |TEAYS RIVER CONSTRUCTION COM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 43000.00000 43000.00| 165000.00000 165000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 25000.00000 25000.00| 25000.00000 25000.00| MOBILIZATION | | | 0015 207002-000 38.500 CY | 115.83000 4459.46| 90.00000 3465.00| SUBGRADE | | | 0020 207034-000 335.000 SY | 2.39000 800.65| 3.50000 1172.50| FABRIC FOR SEPARATION | | | 0025 211001-000 300.000 CY | 83.39000 25017.00| 95.00000 28500.00| UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 49.000 CY | 95.40000 4674.60| 110.00000 5390.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 21.000 CY | 90.55000 1901.55| 110.00000 2310.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0040 607009-001 175.000 LF | 21.36000 3738.00| 40.00000 7000.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 607051-001 30.000 EA | 80.11000 2403.30| 25.00000 750.00| REMOVE AND RESET GUARDRAIL POST | | | 0050 636011-001 6340.000 UN | 1.01000 6403.40| 1.00000 6340.00| TRAFFIC CONTROL DEVICE | | | 0055 636012-010 4.000 EA | 373.87000 1495.48| 500.00000 2000.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0060 636013-001 100.000 EA | 3.74000 374.00| 5.00000 500.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0065 636014-001 400.000 HR | 77.93000 31172.00| 1.00000 400.00| FLAGGER | | | 0070 636017-001 200.000 LF | 91.54000 18308.00| 75.00000 15000.00| TEMPORARY CONCRETE BARRIER | | | 0075 636023-001 1.000 LS | 33792.87000 33792.87| 35000.00000 35000.00| TEMPORARY TRAFFIC SIGNAL | | | 0080 636025-001 300.000 DA | 1.66000 498.00| 1.25000 375.00| WARNING LIGHTS, TYPE B | | | 0090 638002-001 4.000 EA | 190.96000 763.84| 50.00000 200.00| RIGHT OF WAY MARKER | | | 0095 638004-001 1.000 EA | 328.15000 328.15| 125.00000 125.00| OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0829080 COUNTIES : MINGO LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0710073 |( ) |KANAWHA STONE COMPANY, INC. |TEAYS RIVER CONSTRUCTION COM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 640005-001 3.000 MO | 5666.72000 17000.16| 2500.00000 7500.00| MINIMAL FIELD OFFICE | | | 0105 642004-003 33.000 LB | 106.82000 3525.06| 50.00000 1650.00| SEED MIXTURE, D | | | 0110 642005-001 0.500 TN | 1602.28000 801.14| 2500.00000 1250.00| MULCH, STRAW OR HAY | | | 0115 642006-001 0.230 TN | 2136.39000 491.37| 2000.00000 460.00| FERTILIZER | | | 0120 642010-001 0.260 TN | 106.81000 27.77| 500.00000 130.00| AGRICULTURAL LIMESTONE | | | 0125 642012-001 350.000 LF | 13.17000 4609.50| 3.00000 1050.00| SILT FENCE | | | 0130 642031-001 5.000 EA | 264.81000 1324.05| 150.00000 750.00| DITCH CHECK | | | 0135 652001-001 0.350 TN | 106.83000 37.39| 500.00000 175.00| AGRICULTURAL LIMESTONE | | | 0140 652002-001 0.300 TN | 2136.37000 640.91| 2000.00000 600.00| FERTILIZER, 10-20-10 | | | 0145 652002-002 0.050 TN | 2670.40000 133.52| 2500.00000 125.00| FERTILIZER, UREA FORMALDEHYDE | | | 0150 652003-002 43.000 LB | 106.82000 4593.26| 50.00000 2150.00| SEED MIXTURE, D | | | 0155 652004-001 0.700 TN | 1602.27000 1121.59| 2500.00000 1750.00| STRAW OR HAY MULCH | | | 0160 664011-001 2.000 EA | 5287.52000 10575.04| 10000.00000 20000.00| TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE II | | | 0165 670004-225 200.000 LF | 104.92000 20984.00| 115.00000 23000.00| 8 INCH DUCTILE IRON PIPE, TYPE V, CLASS | | | 50 | | | 0170 401001-001 AA1 95.000 TN | 154.89000 14714.55| 200.00000 19000.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0175 401001-002 AA2 90.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0180 401002-001 BB1 25.000 TN | 165.57000 4139.25| 210.00000 5250.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0829080 COUNTIES : MINGO LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0710073 |( ) |KANAWHA STONE COMPANY, INC. |TEAYS RIVER CONSTRUCTION COM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401002-002 BB2 24.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 288,848.86| $ 383,367.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 CULVERT EXTENSION | | | 0190 203001-000 LUMP | 36603.73000 36603.73| 15000.00000 15000.00| DISMANTLING STRUCTURE | | | 0195 212001-000 160.000 CY | 45.23000 7236.80| 55.00000 8800.00| STRUCTURE EXCAVATION | | | 0200 212005-000 52.000 CY | 169.24000 8800.48| 130.00000 6760.00| SELECT MATERIAL FOR BACKFILLING | | | 0205 601002-001 8.000 CY | 1041.48000 8331.84| 1500.00000 12000.00| CLASS B CONCRETE | | | 0210 602001-001 144.000 LB | 10.68000 1537.92| 2.75000 396.00| REINFORCING STEEL BAR | | | 0215 604070-173 48.000 LF | 2657.72000 127570.56| 2200.00000 105600.00| 12X14 FT PRECAST CONCRETE BOX CULVERT | | | 0220 639001-001 LUMP | 6672.67000 6672.67| 6500.00000 6500.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 196,754.00| $ 155,056.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 485,602.86| $ 538,423.50| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0906242 COUNTIES : WIRT LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : WINDY HILL ROAD SLIP REPAIR PROJECT(S) : E353-0020/05-B06.08 00 FEMA 1769 000 000 LOCATION: 0.21 MILES SOUTH OF JCT CR 7/4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 131,495.00 100.0000% 2 20-3991479 BBR DRILLING COMPANY, INC. $ 156,125.00 118.7308% 3 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 158,940.00 120.8715% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/10/09 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0906242 COUNTIES : WIRT LETTING DATE : 06/02/09 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 20-3991479 |( 3 ) 55-0743840 |BILCO CONSTRUCTION CO., INC. |BBR DRILLING COMPANY, INC. |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 17000.00000 17000.00| 8600.00000 8600.00| 30000.00000 30000.00 MOBILIZATION | | | 0010 207001-001 24.000 CY | 15.00000 360.00| 50.00000 1200.00| 100.00000 2400.00 UNCLASSIFIED EXCAVATION | | | 0015 207034-000 85.000 SY | 2.00000 170.00| 4.00000 340.00| 2.00000 170.00 FABRIC FOR SEPARATION | | | 0020 211002-000 67.000 CY | 80.00000 5360.00| 60.00000 4020.00| 100.00000 6700.00 ROCK BORROW EXCAVATION | | | 0025 307001-000 10.000 CY | 70.00000 700.00| 60.00000 600.00| 80.00000 800.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0030 408002-001 6.000 GA | 20.00000 120.00| 10.00000 60.00| 20.00000 120.00 BITUMINOUS MATERIAL | | | 0035 614001-008 760.000 LF | 60.00000 45600.00| 150.00000 114000.00| 110.00000 83600.00 HP12X74 STEEL PILE | | | 0040 614003-001 675.000 SF | 13.00000 8775.00| 18.00000 12150.00| 20.00000 13500.00 CONCRETE LAGGING, THICKNESS 8" | | | 0045 636011-001 1890.000 UN | 1.00000 1890.00| 1.00000 1890.00| 2.00000 3780.00 TRAFFIC CONTROL DEVICE | | | 0050 636025-001 28.000 DA | 5.00000 140.00| 5.00000 140.00| 2.50000 70.00 WARNING LIGHTS, TYPE B | | | 0055 639001-001 LUMP | 39600.00000 39600.00| 1500.00000 1500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0060 401001-001 AA1 15.000 TN | 380.00000 5700.00| 375.00000 5625.00| 200.00000 3000.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0065 401001-002 AA2 14.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0070 401002-001 BB1 16.000 TN | 380.00000 6080.00| 375.00000 6000.00| 300.00000 4800.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0075 401002-002 BB2 15.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 131,495.00| $ 156,125.00| $ 158,940.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 131,495.00| $ 156,125.00| $ 158,940.00 ====================================================================================================================================