WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MOUNT CLARE ARCH BRIDGE PROJECT(S) : S317-0025/04-000.19 00 ACBR 0254 009 D0 LOCATION: /BRANCH OF BROWNS CREEK, 0.03 MI W CO 25/5 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2434994 SAVAGE HEAVY HIGHWAY CORP. $ 359,352.55 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 362,354.65 100.8354% 3 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 363,805.83 101.2393% 4 55-0527558 C & R BUILDERS, INC. $ 417,640.30 116.2202% 5 55-0674033 SMH CONSTRUCTION COMPANY, INC. $ 425,403.51 118.3805% 6 62-1345425 BILCO CONSTRUCTION CO., INC. $ 427,689.00 119.0165% 7 55-0663428 MEADOWS STONE & PAVING, INC. $ 428,311.00 119.1896% 8 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 434,143.00 120.8126% 9 55-0756636 JIM CONSTRUCTION, INC. $ 438,440.15 122.0084% 10 34-1199322 VELOTTA COMPANY, THE $ 453,026.85 126.0675% 11 55-0731306 C L BELT CONSTRUCTION, INC. $ 460,792.46 128.2285% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2434994 |( 2 ) 34-1421920 |( 3 ) 55-0778477 |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATIN |HOKE BROTHERS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY I000 | | | 0005 201001-000 1.000 LS | 20000.00000 20000.00| 6500.00000 6500.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 17500.00000 17500.00| 17000.00000 17000.00| 17000.00000 17000.00 MOBILIZATION | | | 0015 207001-001 774.000 CY | 20.00000 15480.00| 18.00000 13932.00| 0.01000 7.74 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 734.000 SY | 1.40000 1027.60| 2.00000 1468.00| 1.50000 1101.00 FABRIC FOR SEPARATION | | | 0025 211001-000 39.000 CY | 32.00000 1248.00| 25.00000 975.00| 60.00000 2340.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 423.000 CY | 70.00000 29610.00| 82.00000 34686.00| 60.00000 25380.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 607001-001 100.000 LF | 38.00000 3800.00| 35.00000 3500.00| 40.00000 4000.00 TYPE 1 GUARDRAIL, CLASS III | | | 0040 636011-001 6120.000 UN | 1.30000 7956.00| 0.85000 5202.00| 1.50000 9180.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 40.000 HR | 50.00000 2000.00| 55.00000 2200.00| 60.00000 2400.00 FLAGGER | | | 0050 636019-001 50.000 LF | 43.35000 2167.50| 40.00000 2000.00| 20.00000 1000.00 TEMPORARY GUARDRAIL BARRIER | | | 0055 636024-001 50.000 LF | 150.00000 7500.00| 120.00000 6000.00| 100.00000 5000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0060 636025-001 360.000 DA | 1.40000 504.00| 1.75000 630.00| 0.01000 3.60 WARNING LIGHTS, TYPE B | | | 0065 638002-001 8.000 EA | 85.00000 680.00| 200.00000 1600.00| 100.00000 800.00 RIGHT OF WAY MARKER | | | 0070 639001-001 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | 0075 640005-001 4.000 MO | 1600.00000 6400.00| 900.00000 3600.00| 500.00000 2000.00 MINIMAL FIELD OFFICE | | | 0080 642004-001 25.000 LB | 0.60000 15.00| 0.55000 13.75| 0.01000 0.25 SEED MIXTURE, TEMPORARY | | | 0085 642004-002 49.000 LB | 11.70000 573.30| 12.00000 588.00| 0.01000 0.49 SEED MIXTURE, B | | | 0090 642005-001 1.000 TN | 2000.00000 2000.00| 1800.00000 1800.00| 0.01000 0.01 MULCH, STRAW OR HAY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2434994 |( 2 ) 34-1421920 |( 3 ) 55-0778477 |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATIN |HOKE BROTHERS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642006-001 0.200 TN | 1875.00000 375.00| 1800.00000 360.00| 0.10000 0.02 FERTILIZER | | | 0100 642012-001 400.000 LF | 4.00000 1600.00| 2.50000 1000.00| 5.00000 2000.00 SILT FENCE | | | 0105 642031-001 1.000 EA | 80.00000 80.00| 35.00000 35.00| 50.00000 50.00 DITCH CHECK | | | 0110 401001-001 AA1 148.000 TN | 105.00000 15540.00| 135.00000 19980.00| 125.00000 18500.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0115 401001-002 AA2 142.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0120 401002-001 BB1 24.000 TN | 175.00000 4200.00| 150.00000 3600.00| 190.00000 4560.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0125 401002-002 BB2 23.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 142,756.40| $ 127,669.75| $ 104,323.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10703 X080 | | | 0130 203001-000 LUMP | 15000.00000 15000.00| 12000.00000 12000.00| 15000.00000 15000.00 DISMANTLING STRUCTURE | | | 0135 212001-000 337.000 CY | 35.00000 11795.00| 45.00000 15165.00| 0.01000 3.37 STRUCTURE EXCAVATION | | | 0140 212005-000 18.000 CY | 165.00000 2970.00| 125.00000 2250.00| 150.00000 2700.00 SELECT MATERIAL FOR BACKFILLING | | | 0145 601002-001 111.000 CY | 450.00000 49950.00| 525.00000 58275.00| 800.00000 88800.00 CLASS B CONCRETE | | | 0150 602001-001 6773.000 LB | 1.05000 7111.65| 1.30000 8804.90| 1.20000 8127.60 REINFORCING STEEL BAR | | | 0155 602002-001 1815.000 LB | 1.15000 2087.25| 2.00000 3630.00| 1.50000 2722.50 EPOXY COATED REINFORCING STEEL BAR | | | 0162 603016-011 445.500 LF | 240.00000 106920.00| 260.00000 115830.00| 225.00000 100237.50 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0165 619002-001 157.000 SY | 14.25000 2237.25| 20.00000 3140.00| 12.75000 2001.75 MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2434994 |( 2 ) 34-1421920 |( 3 ) 55-0778477 |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATIN |HOKE BROTHERS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 639001-001 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 200,571.15| $ 220,094.90| $ 223,592.72 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE Y060 | | | 0175 670007-018 239.000 LF | 55.00000 13145.00| 50.00000 11950.00| 110.00000 26290.00 4 INCH PLASTIC PIPE, CLASS 200 | | | 0180 670010-220 48.000 LF | 60.00000 2880.00| 55.00000 2640.00| 200.00000 9600.00 8 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | SECTION TOTALS | $ 16,025.00| $ 14,590.00| $ 35,890.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 359,352.55| $ 362,354.65| $ 363,805.83 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0527558 |( 5 ) 55-0674033 |( 6 ) 62-1345425 |C & R BUILDERS, INC. |SMH CONSTRUCTION COMPANY, IN |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY I000 | | | 0005 201001-000 1.000 LS | 9700.00000 9700.00| 17398.00000 17398.00| 19800.00000 19800.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 18102.00000 18102.00| 10500.00000 10500.00| 21300.00000 21300.00 MOBILIZATION | | | 0015 207001-001 774.000 CY | 20.00000 15480.00| 13.44000 10402.56| 4.00000 3096.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 734.000 SY | 2.23000 1636.82| 1.25000 917.50| 1.20000 880.80 FABRIC FOR SEPARATION | | | 0025 211001-000 39.000 CY | 45.00000 1755.00| 15.50000 604.50| 51.00000 1989.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 423.000 CY | 75.10000 31767.30| 61.95000 26204.85| 45.00000 19035.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 607001-001 100.000 LF | 59.50000 5950.00| 34.60000 3460.00| 34.00000 3400.00 TYPE 1 GUARDRAIL, CLASS III | | | 0040 636011-001 6120.000 UN | 1.25000 7650.00| 1.53000 9363.60| 1.20000 7344.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 40.000 HR | 48.00000 1920.00| 59.45000 2378.00| 65.00000 2600.00 FLAGGER | | | 0050 636019-001 50.000 LF | 89.25000 4462.50| 14.40000 720.00| 26.00000 1300.00 TEMPORARY GUARDRAIL BARRIER | | | 0055 636024-001 50.000 LF | 190.00000 9500.00| 207.25000 10362.50| 200.00000 10000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0060 636025-001 360.000 DA | 1.38000 496.80| 1.59000 572.40| 1.70000 612.00 WARNING LIGHTS, TYPE B | | | 0065 638002-001 8.000 EA | 95.00000 760.00| 58.00000 464.00| 29.00000 232.00 RIGHT OF WAY MARKER | | | 0070 639001-001 LUMP | 6000.00000 6000.00| 6745.00000 6745.00| 20000.90000 20000.90 CONSTRUCTION LAYOUT STAKE | | | 0075 640005-001 4.000 MO | 1500.00000 6000.00| 1112.50000 4450.00| 1760.00000 7040.00 MINIMAL FIELD OFFICE | | | 0080 642004-001 25.000 LB | 23.80000 595.00| 6.35000 158.75| 15.00000 375.00 SEED MIXTURE, TEMPORARY | | | 0085 642004-002 49.000 LB | 29.75000 1457.75| 6.35000 311.15| 15.00000 735.00 SEED MIXTURE, B | | | 0090 642005-001 1.000 TN | 1488.00000 1488.00| 1150.00000 1150.00| 1220.00000 1220.00 MULCH, STRAW OR HAY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0527558 |( 5 ) 55-0674033 |( 6 ) 62-1345425 |C & R BUILDERS, INC. |SMH CONSTRUCTION COMPANY, IN |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642006-001 0.200 TN | 2975.00000 595.00| 508.60000 101.72| 1960.00000 392.00 FERTILIZER | | | 0100 642012-001 400.000 LF | 9.00000 3600.00| 3.25000 1300.00| 2.00000 800.00 SILT FENCE | | | 0105 642031-001 1.000 EA | 100.00000 100.00| 15.00000 15.00| 100.00000 100.00 DITCH CHECK | | | 0110 401001-001 AA1 148.000 TN | 139.00000 20572.00| 102.15000 15118.20| 130.00000 19240.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0115 401001-002 AA2 142.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0120 401002-001 BB1 24.000 TN | 204.47000 4907.28| 172.35000 4136.40| 195.00000 4680.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0125 401002-002 BB2 23.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 154,495.45| $ 126,834.13| $ 146,171.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10703 X080 | | | 0130 203001-000 LUMP | 21696.00000 21696.00| 25460.00000 25460.00| 25000.00000 25000.00 DISMANTLING STRUCTURE | | | 0135 212001-000 337.000 CY | 20.00000 6740.00| 40.60000 13682.20| 5.00000 1685.00 STRUCTURE EXCAVATION | | | 0140 212005-000 18.000 CY | 100.00000 1800.00| 284.25000 5116.50| 145.00000 2610.00 SELECT MATERIAL FOR BACKFILLING | | | 0145 601002-001 111.000 CY | 642.00000 71262.00| 721.00000 80031.00| 695.00000 77145.00 CLASS B CONCRETE | | | 0150 602001-001 6773.000 LB | 1.31000 8872.63| 1.45000 9820.85| 1.60000 10836.80 REINFORCING STEEL BAR | | | 0155 602002-001 1815.000 LB | 1.87000 3394.05| 1.58000 2867.70| 1.70000 3085.50 EPOXY COATED REINFORCING STEEL BAR | | | 0162 603016-011 445.500 LF | 254.00000 113157.00| 263.35000 117322.43| 230.00000 102465.00 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0165 619002-001 157.000 SY | 28.81000 4523.17| 28.90000 4537.30| 15.00000 2355.00 MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0527558 |( 5 ) 55-0674033 |( 6 ) 62-1345425 |C & R BUILDERS, INC. |SMH CONSTRUCTION COMPANY, IN |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 639001-001 LUMP | 3000.00000 3000.00| 6625.00000 6625.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 234,444.85| $ 265,462.98| $ 250,182.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE Y060 | | | 0175 670007-018 239.000 LF | 100.00000 23900.00| 109.60000 26194.40| 105.00000 25095.00 4 INCH PLASTIC PIPE, CLASS 200 | | | 0180 670010-220 48.000 LF | 100.00000 4800.00| 144.00000 6912.00| 130.00000 6240.00 8 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | SECTION TOTALS | $ 28,700.00| $ 33,106.40| $ 31,335.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 417,640.30| $ 425,403.51| $ 427,689.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0663428 |( 8 ) 55-0710073 |( 9 ) 55-0756636 |MEADOWS STONE & PAVING, INC. |TEAYS RIVER CONSTRUCTION COM |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY I000 | | | 0005 201001-000 1.000 LS | 24000.00000 24000.00| 27000.00000 27000.00| 18000.00000 18000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 23500.00000 23500.00| 20000.00000 20000.00| 16275.00000 16275.00 MOBILIZATION | | | 0015 207001-001 774.000 CY | 21.15000 16370.10| 20.00000 15480.00| 19.00000 14706.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 734.000 SY | 1.75000 1284.50| 3.00000 2202.00| 1.85000 1357.90 FABRIC FOR SEPARATION | | | 0025 211001-000 39.000 CY | 66.00000 2574.00| 20.00000 780.00| 63.50000 2476.50 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 423.000 CY | 56.00000 23688.00| 60.00000 25380.00| 63.50000 26860.50 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 607001-001 100.000 LF | 32.50000 3250.00| 45.00000 4500.00| 37.50000 3750.00 TYPE 1 GUARDRAIL, CLASS III | | | 0040 636011-001 6120.000 UN | 1.10000 6732.00| 0.10000 612.00| 1.25000 7650.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 40.000 HR | 51.00000 2040.00| 55.00000 2200.00| 61.29000 2451.60 FLAGGER | | | 0050 636019-001 50.000 LF | 37.00000 1850.00| 40.00000 2000.00| 42.50000 2125.00 TEMPORARY GUARDRAIL BARRIER | | | 0055 636024-001 50.000 LF | 365.00000 18250.00| 270.00000 13500.00| 281.00000 14050.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0060 636025-001 360.000 DA | 2.00000 720.00| 1.25000 450.00| 1.39000 500.40 WARNING LIGHTS, TYPE B | | | 0065 638002-001 8.000 EA | 75.00000 600.00| 100.00000 800.00| 125.00000 1000.00 RIGHT OF WAY MARKER | | | 0070 639001-001 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 5750.00000 5750.00 CONSTRUCTION LAYOUT STAKE | | | 0075 640005-001 4.000 MO | 1000.00000 4000.00| 1500.00000 6000.00| 1725.00000 6900.00 MINIMAL FIELD OFFICE | | | 0080 642004-001 25.000 LB | 0.50000 12.50| 1.00000 25.00| 0.65000 16.25 SEED MIXTURE, TEMPORARY | | | 0085 642004-002 49.000 LB | 10.00000 490.00| 12.00000 588.00| 11.50000 563.50 SEED MIXTURE, B | | | 0090 642005-001 1.000 TN | 1700.00000 1700.00| 2000.00000 2000.00| 1950.00000 1950.00 MULCH, STRAW OR HAY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0663428 |( 8 ) 55-0710073 |( 9 ) 55-0756636 |MEADOWS STONE & PAVING, INC. |TEAYS RIVER CONSTRUCTION COM |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642006-001 0.200 TN | 1600.00000 320.00| 2000.00000 400.00| 1850.00000 370.00 FERTILIZER | | | 0100 642012-001 400.000 LF | 3.25000 1300.00| 3.00000 1200.00| 4.50000 1800.00 SILT FENCE | | | 0105 642031-001 1.000 EA | 75.00000 75.00| 150.00000 150.00| 150.00000 150.00 DITCH CHECK | | | 0110 401001-001 AA1 148.000 TN | 88.00000 13024.00| 115.00000 17020.00| 102.00000 15096.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0115 401001-002 AA2 142.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0120 401002-001 BB1 24.000 TN | 118.00000 2832.00| 200.00000 4800.00| 172.00000 4128.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0125 401002-002 BB2 23.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 153,612.10| $ 152,087.00| $ 147,926.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10703 X080 | | | 0130 203001-000 LUMP | 21000.00000 21000.00| 25000.00000 25000.00| 21000.00000 21000.00 DISMANTLING STRUCTURE | | | 0135 212001-000 337.000 CY | 48.00000 16176.00| 45.00000 15165.00| 50.00000 16850.00 STRUCTURE EXCAVATION | | | 0140 212005-000 18.000 CY | 130.00000 2340.00| 150.00000 2700.00| 147.50000 2655.00 SELECT MATERIAL FOR BACKFILLING | | | 0145 601002-001 111.000 CY | 685.00000 76035.00| 650.00000 72150.00| 690.00000 76590.00 CLASS B CONCRETE | | | 0150 602001-001 6773.000 LB | 1.55000 10498.15| 2.00000 13546.00| 1.75000 11852.75 REINFORCING STEEL BAR | | | 0155 602002-001 1815.000 LB | 2.00000 3630.00| 2.00000 3630.00| 2.50000 4537.50 EPOXY COATED REINFORCING STEEL BAR | | | 0162 603016-011 445.500 LF | 253.50000 112934.25| 260.00000 115830.00| 261.50000 116498.25 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0165 619002-001 157.000 SY | 27.50000 4317.50| 25.00000 3925.00| 25.00000 3925.00 MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0663428 |( 8 ) 55-0710073 |( 9 ) 55-0756636 |MEADOWS STONE & PAVING, INC. |TEAYS RIVER CONSTRUCTION COM |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 639001-001 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 5750.00000 5750.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 251,930.90| $ 256,946.00| $ 259,658.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE Y060 | | | 0175 670007-018 239.000 LF | 80.00000 19120.00| 90.00000 21510.00| 105.00000 25095.00 4 INCH PLASTIC PIPE, CLASS 200 | | | 0180 670010-220 48.000 LF | 76.00000 3648.00| 75.00000 3600.00| 120.00000 5760.00 8 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | SECTION TOTALS | $ 22,768.00| $ 25,110.00| $ 30,855.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 428,311.00| $ 434,143.00| $ 438,440.15 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 10 ) 34-1199322 |( 11 ) 55-0731306 |( ) |VELOTTA COMPANY, THE |C L BELT CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY I000 | | | 0005 201001-000 1.000 LS | 10000.00000 10000.00| 5110.00000 5110.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 23000.00000 23000.00| 32540.00000 32540.00| MOBILIZATION | | | 0015 207001-001 774.000 CY | 25.00000 19350.00| 10.60000 8204.40| UNCLASSIFIED EXCAVATION | | | 0020 207034-000 734.000 SY | 2.00000 1468.00| 2.55000 1871.70| FABRIC FOR SEPARATION | | | 0025 211001-000 39.000 CY | 100.00000 3900.00| 116.00000 4524.00| UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 423.000 CY | 68.00000 28764.00| 95.70000 40481.10| AGGREGATE BASE COURSE, CLASS 1 | | | 0035 607001-001 100.000 LF | 32.50000 3250.00| 43.40000 4340.00| TYPE 1 GUARDRAIL, CLASS III | | | 0040 636011-001 6120.000 UN | 0.78000 4773.60| 1.00000 6120.00| TRAFFIC CONTROL DEVICE | | | 0045 636014-001 40.000 HR | 61.75000 2470.00| 63.80000 2552.00| FLAGGER | | | 0050 636019-001 50.000 LF | 37.00000 1850.00| 39.00000 1950.00| TEMPORARY GUARDRAIL BARRIER | | | 0055 636024-001 50.000 LF | 75.00000 3750.00| 421.70000 21085.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0060 636025-001 360.000 DA | 1.50000 540.00| 2.00000 720.00| WARNING LIGHTS, TYPE B | | | 0065 638002-001 8.000 EA | 133.49000 1067.92| 79.75000 638.00| RIGHT OF WAY MARKER | | | 0070 639001-001 LUMP | 5000.00000 5000.00| 2552.00000 2552.00| CONSTRUCTION LAYOUT STAKE | | | 0075 640005-001 4.000 MO | 2000.00000 8000.00| 1276.00000 5104.00| MINIMAL FIELD OFFICE | | | 0080 642004-001 25.000 LB | 0.50000 12.50| 0.64000 16.00| SEED MIXTURE, TEMPORARY | | | 0085 642004-002 49.000 LB | 10.00000 490.00| 2.60000 127.40| SEED MIXTURE, B | | | 0090 642005-001 1.000 TN | 1700.00000 1700.00| 2169.15000 2169.15| MULCH, STRAW OR HAY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 10 ) 34-1199322 |( 11 ) 55-0731306 |( ) |VELOTTA COMPANY, THE |C L BELT CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642006-001 0.200 TN | 1600.00000 320.00| 2041.55000 408.31| FERTILIZER | | | 0100 642012-001 400.000 LF | 4.32000 1728.00| 1.80000 720.00| SILT FENCE | | | 0105 642031-001 1.000 EA | 308.73000 308.73| 638.00000 638.00| DITCH CHECK | | | 0110 401001-001 AA1 148.000 TN | 88.51000 13099.48| 159.00000 23532.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0115 401001-002 AA2 142.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0120 401002-001 BB1 24.000 TN | 149.38000 3585.12| 166.20000 3988.80| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0125 401002-002 BB2 23.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 138,427.35| $ 169,391.86| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10703 X080 | | | 0130 203001-000 LUMP | 20000.00000 20000.00| 12489.00000 12489.00| DISMANTLING STRUCTURE | | | 0135 212001-000 337.000 CY | 200.00000 67400.00| 27.60000 9301.20| STRUCTURE EXCAVATION | | | 0140 212005-000 18.000 CY | 150.00000 2700.00| 169.15000 3044.70| SELECT MATERIAL FOR BACKFILLING | | | 0145 601002-001 111.000 CY | 600.00000 66600.00| 787.45000 87406.95| CLASS B CONCRETE | | | 0150 602001-001 6773.000 LB | 1.25000 8466.25| 2.00000 13546.00| REINFORCING STEEL BAR | | | 0155 602002-001 1815.000 LB | 1.35000 2450.25| 3.45000 6261.75| EPOXY COATED REINFORCING STEEL BAR | | | 0162 603016-011 445.500 LF | 246.00000 109593.00| 265.50000 118280.25| 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0165 619002-001 157.000 SY | 25.00000 3925.00| 12.00000 1884.00| MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0521602R1 COUNTIES : HARRISON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 10 ) 34-1199322 |( 11 ) 55-0731306 |( ) |VELOTTA COMPANY, THE |C L BELT CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 639001-001 LUMP | 5000.00000 5000.00| 2552.00000 2552.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 286,134.50| $ 254,765.85| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE Y060 | | | 0175 670007-018 239.000 LF | 95.00000 22705.00| 121.25000 28978.75| 4 INCH PLASTIC PIPE, CLASS 200 | | | 0180 670010-220 48.000 LF | 120.00000 5760.00| 159.50000 7656.00| 8 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | SECTION TOTALS | $ 28,465.00| $ 36,634.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 453,026.85| $ 460,792.46| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0826707 COUNTIES : BROOKE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WV 2, WELLSBURG TO CROSS CREEK ROAD RESURFACING PROJECT(S) : S305-0002/00-008.50 00 0ERP 0002 481 D00 LOCATION: BEG: .17 MI S JCT CR 18 END: JCT CR 7 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 510,398.10 100.0000% 2 20-8522305 LASH PAVING, INC. $ 544,214.19 106.6254% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0826707 COUNTIES : BROOKE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 20-8522305 |( ) |KELLY PAVING, INC. |LASH PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WV 2 RESURFACING | | | 0005 204001-000 LUMP | 3500.00000 3500.00| 8500.00000 8500.00| MOBILIZATION | | | 0010 408002-001 1508.000 GA | 2.10000 3166.80| 2.75000 4147.00| BITUMINOUS MATERIAL | | | 0015 410001-002 4883.000 LF | 1.30000 6347.90| 0.83000 4052.89| SAWED RUMBLE STRIP | | | 0020 415005-001 26045.000 SY | 1.90000 49485.50| 1.80000 46881.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0025 636011-001 7560.000 UN | 3.40000 25704.00| 1.15000 8694.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 280.000 HR | 58.00000 16240.00| 51.00000 14280.00| FLAGGER | | | 0035 636014-002 200.000 HR | 56.00000 11200.00| 83.00000 16600.00| TRAFFIC DIRECTOR | | | 0040 636021-001 30.000 DA | 17.00000 510.00| 17.00000 510.00| ELECTRIC ARROW | | | 0045 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 1 | | | 0050 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 2 | | | 0055 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 3 | | | 0060 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 4 | | | 0065 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 5 | | | 0070 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 6 | | | 0075 660007-001 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| MISCELLANEOUS SIGNAL 7 | | | 0080 662015-001 1.000 LS | 1200.00000 1200.00| 1200.00000 1200.00| ELECTRICAL TEST, LOOP DETECTORS | | | 0085 663001-005 2.690 MI | 875.00000 2353.75| 845.00000 2273.05| EDGE LINE, TYPE II - 4 IN PERM. WHITE | | | 0090 663001-005 1.560 MI | 875.00000 1365.00| 845.00000 1318.20| EDGE LINE, TYPE II - 4 IN PERM. YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0826707 COUNTIES : BROOKE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 20-8522305 |( ) |KELLY PAVING, INC. |LASH PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663001-005 2.690 MI | 875.00000 2353.75| 845.00000 2273.05| EDGE LINE, TYPE II - 4 IN TEMP. WHITE | | | 0100 663001-005 1.730 MI | 1300.00000 2249.00| 1250.00000 2162.50| EDGE LINE, TYPE II - 4 IN TEMP. WHITE | | | ROTOMILL | | | 0105 663001-005 1.560 MI | 875.00000 1365.00| 845.00000 1318.20| EDGE LINE, TYPE II - 4 IN TEMP. YELLOW | | | 0110 663001-005 1.560 MI | 1300.00000 2028.00| 1250.00000 1950.00| EDGE LINE, TYPE II - 4 IN TEMP. YELLOW | | | ROTOMILL | | | 0115 663002-004 0.640 MI | 1325.00000 848.00| 1250.00000 800.00| LANE LINE, TYPE II - 4 IN PERM. WHITE | | | 0120 663002-004 0.200 MI | 3400.00000 680.00| 3253.00000 650.60| LANE LINE, TYPE II - 4 IN PERM. YELLOW | | | 0125 663002-004 0.640 MI | 1325.00000 848.00| 1270.00000 812.80| LANE LINE, TYPE II - 4 IN TEMP. WHITE | | | 0130 663002-004 0.380 MI | 1325.00000 503.50| 1270.00000 482.60| LANE LINE, TYPE II - 4 IN TEMP. WHITE | | | ROTOMILL | | | 0135 663002-004 0.200 MI | 3400.00000 680.00| 3253.00000 650.60| LANE LINE, TYPE II - 4 IN TEMP. YELLOW | | | 0140 663003-005 6440.000 LF | 0.40000 2576.00| 0.38000 2447.20| BARRIER LINE, TYPE II PERM. YELLOW | | | 0145 663003-005 6440.000 LF | 0.40000 2576.00| 0.38000 2447.20| BARRIER LINE, TYPE II TEMP. YELLOW | | | 0150 663003-005 1282.000 LF | 1.70000 2179.40| 1.65000 2115.30| BARRIER LINE, TYPE II TEMP. YELLOW | | | ROTOMILL | | | 0155 663004-004 717.000 LF | 0.40000 286.80| 0.38000 272.46| CHANNELIZING LINE, TYPE II PERM. WHITE | | | 8" | | | 0160 663004-004 717.000 LF | 0.40000 286.80| 0.38000 272.46| CHANNELIZING LINE, TYPE II TEMP. WHITE | | | 8" | | | 0165 663004-004 416.000 LF | 0.40000 166.40| 0.38000 158.08| CHANNELIZING LINE, TYPE II TEMP. WHITE | | | ROTOMILL | | | 0170 663005-010 140.000 LF | 25.00000 3500.00| 22.00000 3080.00| STOP LINE, TYPE V - 12 IN 24" WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0826707 COUNTIES : BROOKE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 20-8522305 |( ) |KELLY PAVING, INC. |LASH PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 663006-010 336.000 LF | 12.00000 4032.00| 11.00000 3696.00| CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 12" WHITE | | | 0180 663007-010 143.000 LF | 12.00000 1716.00| 11.00000 1573.00| STRIPE, TYPE V - 12 IN 12" YELLOW | | | 0185 663010-010 22.000 EA | 340.00000 7480.00| 350.00000 7700.00| ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | 0190 663011-010 8.000 EA | 110.00000 880.00| 105.00000 840.00| LANE LETTER, TYPE V | | | 0195 663012-208 435.000 EA | 26.00000 11310.00| 26.00000 11310.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0200 307005-001 AA1 50.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0205 307005-002 AA2 48.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0210 307005-003 AA3 53.000 TN | 97.50000 5167.50| 150.00000 7950.00| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0215 402001-001 BB1 4018.000 TN | 78.50000 315413.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0220 402001-002 BB2 3938.000 TN | | 92.00000 362296.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0225 402001-003 BB3 4239.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | 0230 401003-001 CC1 30.000 TN | 250.00000 7500.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0235 401003-002 CC2 29.000 TN | | 200.00000 5800.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0240 401003-003 CC3 32.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STEEL SLAG | | | SECTION TOTALS | $ 510,398.10| $ 544,214.19| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 510,398.10| $ 544,214.19| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0909386 COUNTIES : BROOKE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WV 67, WELLSBURG - BETHANY ROAD RESURFACING PROJECT(S) : S305-0067/00-000.00 00 0ERP 0067 005 D00 LOCATION: BEG: 0.00 JCT WV 2 END: 4.07 0.47 MI W JCT CR 30 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-8522305 LASH PAVING, INC. $ 686,377.50 100.0000% 2 55-0583614 KELLY PAVING, INC. $ 689,352.30 100.4334% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0909386 COUNTIES : BROOKE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-8522305 |( 2 ) 55-0583614 |( ) |LASH PAVING, INC. |KELLY PAVING, 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 | 8500.00000 8500.00| 10000.00000 10000.00| MOBILIZATION | | | 0010 229001-000 4.070 MI | 16000.00000 65120.00| 12000.00000 48840.00| SHOULDER AND DITCH | | | 0015 408002-001 1527.000 GA | 2.50000 3817.50| 2.10000 3206.70| BITUMINOUS MATERIAL | | | 0020 415005-001 1028.000 SY | 7.00000 7196.00| 13.75000 14135.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0025 636011-001 12020.000 UN | 1.00000 12020.00| 1.10000 13222.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 400.000 HR | 51.00000 20400.00| 58.00000 23200.00| FLAGGER | | | 0035 642004-002 718.000 LB | 4.50000 3231.00| 4.85000 3482.30| SEED MIXTURE, B | | | 0040 642005-002 5.700 TN | 620.00000 3534.00| 675.00000 3847.50| MULCH, WOOD CELLULOSE FIBER | | | 0045 642006-001 3.000 TN | 935.00000 2805.00| 1000.00000 3000.00| FERTILIZER | | | 0050 642031-001 56.000 EA | 90.00000 5040.00| 40.00000 2240.00| DITCH CHECK | | | 0055 663001-005 8.140 MI | 700.00000 5698.00| 785.00000 6389.90| EDGE LINE, TYPE II - 4 IN PERM. WHITE | | | 0060 663001-005 8.140 MI | 1500.00000 12210.00| 1650.00000 13431.00| EDGE LINE, TYPE II - 4 IN TEMP. WHITE | | | 0065 663001-005 0.150 MI | 16500.00000 2475.00| 17800.00000 2670.00| EDGE LINE, TYPE II - 4 IN TEMP. YELLOW | | | ROTOMILL | | | 0070 663002-004 8.140 MI | 700.00000 5698.00| 785.00000 6389.90| LANE LINE, TYPE II - 4 IN PERM. YELLOW | | | 0075 663002-004 8.140 MI | 1500.00000 12210.00| 1650.00000 13431.00| LANE LINE, TYPE II - 4 IN TEMP. YELLOW | | | 0080 663005-010 15.000 LF | 20.00000 300.00| 24.00000 360.00| STOP LINE, TYPE V - 12 IN 24" WHITE | | | 0085 401001-001 AA1 3682.000 TN | 59.00000 217238.00| 64.00000 235648.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0909386 COUNTIES : BROOKE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-8522305 |( 2 ) 55-0583614 |( ) |LASH PAVING, INC. |KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-002 AA2 3608.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0095 401001-003 AA3 3885.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | 0100 401002-001 BB1 1445.000 TN | 88.00000 127160.00| 83.00000 119935.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | 0105 401002-002 BB2 1416.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 3 | | | 0110 401002-003 BB3 1524.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STEEL SLAG, TYPE 3 | | | 0115 401007-001 CC1 483.000 TN | 71.00000 34293.00| 78.00000 37674.00| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0120 401007-002 CC2 473.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0125 401007-003 CC3 510.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0130 402001-001 DD1 1710.000 TN | | 75.00000 128250.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0135 402001-001 DD2 1676.000 TN | 82.00000 137432.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0140 402001-003 DD3 1804.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 686,377.50| $ 689,352.30| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 686,377.50| $ 689,352.30| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : 5TH AVENUE BRIDGE PROJECT(S) : S306-00T2/00-000.08 00 00BR 0002 339 D00 LOCATION: / GUYANDOTTE RIVER, 0.08 MI E US 60 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 61-0718956 BUSH & BURCHETT, INC. $ 3,755,033.77 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 3,834,966.64 102.1287% 3 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 4,030,193.10 107.3277% 4 34-1199322 VELOTTA COMPANY, THE $ 4,115,011.50 109.5865% 5 55-0345840 VECELLIO & GROGAN, INC. $ 4,132,294.49 110.0468% 6 62-1345425 BILCO CONSTRUCTION CO., INC. $ 4,136,000.00 110.1455% 7 61-0729748 HAYDON BRIDGE COMPANY, INC. $ 4,460,421.95 118.7851% 8 27-0534112 MEC CONSTRUCTION, LLC $ 4,497,918.10 119.7837% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-0718956 |( 2 ) 55-0487806 |( 3 ) 25-1696132 |BUSH & BURCHETT, INC. |ORDERS CONSTRUCTION COMPANY, |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 | 30000.00000 30000.00| 65000.00000 65000.00| 40000.00000 40000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 53400.00000 53400.00| 180000.00000 180000.00| 200000.00000 200000.00 MOBILIZATION | | | 0015 207001-001 130.000 CY | 13.00000 1690.00| 35.00000 4550.00| 30.00000 3900.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 57.000 CY | 100.00000 5700.00| 84.00000 4788.00| 50.00000 2850.00 SUBGRADE | | | 0025 207034-000 502.000 SY | 2.00000 1004.00| 2.40000 1204.80| 3.00000 1506.00 FABRIC FOR SEPARATION | | | 0030 211001-000 194.000 CY | 18.00000 3492.00| 64.00000 12416.00| 30.00000 5820.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 29.000 CY | 100.00000 2900.00| 100.00000 2900.00| 65.00000 1885.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 502001-012 166.000 SY | 275.00000 45650.00| 220.00000 36520.00| 200.00000 33200.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0045 607001-001 7.000 LF | 90.00000 630.00| 79.00000 553.00| 90.00000 630.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607006-001 2.000 EA | 1500.00000 3000.00| 1600.00000 3200.00| 1500.00000 3000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 609001-001 10.000 SY | 100.00000 1000.00| 160.00000 1600.00| 300.00000 3000.00 CONCRETE SIDEWALK | | | 0060 609003-001 29.000 SY | 150.00000 4350.00| 170.00000 4930.00| 150.00000 4350.00 SIDEWALK, TYPE III RAMP, MODIFIED | | | 0065 610001-001 87.000 LF | 65.00000 5655.00| 120.00000 10440.00| 50.00000 4350.00 PLAIN CONCRETE CURBING, TYPE I | | | 0070 636011-001 5170.000 UN | 1.00000 5170.00| 0.96000 4963.20| 1.00000 5170.00 TRAFFIC CONTROL DEVICE | | | 0075 636012-010 2.000 EA | 500.00000 1000.00| 430.00000 860.00| 350.00000 700.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0080 636013-001 42.000 EA | 5.00000 210.00| 4.30000 180.60| 4.00000 168.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0085 636017-001 100.000 LF | 52.00000 5200.00| 42.00000 4200.00| 35.00000 3500.00 TEMPORARY CONCRETE BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-0718956 |( 2 ) 55-0487806 |( 3 ) 25-1696132 |BUSH & BURCHETT, INC. |ORDERS CONSTRUCTION COMPANY, |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636025-001 4380.000 DA | 1.25000 5475.00| 1.80000 7884.00| 2.00000 8760.00 WARNING LIGHTS, TYPE B | | | 0095 637001-001 5.000 MG | 1.00000 5.00| 44.00000 220.00| 500.00000 2500.00 WATER FOR DUST PALLIATIVE | | | 0100 638002-001 2.000 EA | 500.00000 1000.00| 200.00000 400.00| 100.00000 200.00 RIGHT OF WAY MARKER | | | 0105 639001-001 LUMP | 1500.00000 1500.00| 6500.00000 6500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0106 640001-001 15.000 MO | 2000.00000 30000.00| 1400.00000 21000.00| 1500.00000 22500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0107 640003-001 LUMP | 3400.00000 3400.00| 1100.00000 1100.00| 8000.00000 8000.00 BUILDING EQUIPMENT | | | 0110 642004-002 50.000 LB | 50.00000 2500.00| 6.40000 320.00| 50.00000 2500.00 SEED MIXTURE, B | | | 0115 642004-003 25.000 LB | 60.00000 1500.00| 13.00000 325.00| 60.00000 1500.00 SEED MIXTURE, D | | | 0120 642005-001 1.000 TN | 300.00000 300.00| 640.00000 640.00| 300.00000 300.00 MULCH, STRAW OR HAY | | | 0125 642005-002 1.000 TN | 400.00000 400.00| 1500.00000 1500.00| 400.00000 400.00 MULCH, WOOD CELLULOSE FIBER | | | 0130 642006-001 1.000 TN | 300.00000 300.00| 1100.00000 1100.00| 300.00000 300.00 FERTILIZER | | | 0135 642010-001 1.000 TN | 50.00000 50.00| 530.00000 530.00| 50.00000 50.00 AGRICULTURAL LIMESTONE | | | 0140 642012-001 200.000 LF | 3.00000 600.00| 9.00000 1800.00| 5.00000 1000.00 SILT FENCE | | | 0145 652001-001 1.000 TN | 50.00000 50.00| 530.00000 530.00| 50.00000 50.00 AGRICULTURAL LIMESTONE | | | 0150 652002-001 1.000 TN | 300.00000 300.00| 1100.00000 1100.00| 300.00000 300.00 FERTILIZER, 10-20-10 | | | 0155 652002-002 1.000 TN | 300.00000 300.00| 1300.00000 1300.00| 300.00000 300.00 FERTILIZER, UREA FORMALDEHYDE | | | 0160 652003-001 50.000 LB | 50.00000 2500.00| 7.40000 370.00| 50.00000 2500.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0165 652003-002 25.000 LB | 60.00000 1500.00| 13.00000 325.00| 60.00000 1500.00 SEED MIXTURE, D | | | 0170 652004-001 1.000 TN | 300.00000 300.00| 640.00000 640.00| 300.00000 300.00 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-0718956 |( 2 ) 55-0487806 |( 3 ) 25-1696132 |BUSH & BURCHETT, INC. |ORDERS CONSTRUCTION COMPANY, |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 652004-002 1.000 TN | 400.00000 400.00| 1500.00000 1500.00| 400.00000 400.00 WOOD CELLULOSE FIBER MULCH | | | 0180 657010-001 27.000 LF | 13.00000 351.00| 11.00000 297.00| 13.00000 351.00 3.00 LB CHANNEL POST | | | 0185 661001-001 8.000 SF | 25.00000 200.00| 54.00000 432.00| 25.00000 200.00 0.080 IN FLAT SHEET SIGN | | | 0190 663001-004 600.000 LF | 1.00000 600.00| 0.55000 330.00| 0.50000 300.00 EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0195 663001-004 600.000 LF | 1.00000 600.00| 0.55000 330.00| 0.50000 300.00 EDGE LINE, TYPE II - 4 IN ,YELLOW | | | 0200 663002-005 150.000 LF | 1.00000 150.00| 0.55000 82.50| 0.50000 75.00 LANE LINE, TYPE II - 4 IN ,WHITE | | | 0205 401001-001 AA1 20.000 TN | 160.00000 3200.00| 160.00000 3200.00| 160.00000 3200.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0210 401001-002 AA2 19.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0215 401001-001 BB1 39.000 TN | 160.00000 6240.00| 160.00000 6240.00| 160.00000 6240.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0220 401001-002 BB2 37.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0225 402001-001 CC1 24.000 TN | | 160.00000 3840.00| 160.00000 3840.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0230 402001-002 CC2 24.000 TN | 160.00000 3840.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 237,612.00| $ 402,141.10| $ 386,895.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10554 | | | 0235 203001-000 LUMP | 404000.00000 404000.00| 380000.00000 380000.00| 450000.00000 450000.00 DISMANTLING STRUCTURE | | | 0240 212001-000 294.000 CY | 22.00000 6468.00| 91.00000 26754.00| 70.00000 20580.00 STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-0718956 |( 2 ) 55-0487806 |( 3 ) 25-1696132 |BUSH & BURCHETT, INC. |ORDERS CONSTRUCTION COMPANY, |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 212002-000 488.000 CY | 34.00000 16592.00| 110.00000 53680.00| 70.00000 34160.00 WET EXCAVATION | | | 0250 212004-000 1.000 EA | 168000.00000 168000.00| 100000.00000 100000.00| 200000.00000 200000.00 COFFERDAM | | | 0255 212005-000 343.000 CY | 80.00000 27440.00| 90.00000 30870.00| 70.00000 24010.00 SELECT MATERIAL FOR BACKFILLING | | | 0260 218004-001 1382.000 SY | 30.00000 41460.00| 28.00000 38696.00| 25.00000 34550.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0265 218007-000 1382.000 SY | 2.00000 2764.00| 3.10000 4284.20| 2.00000 2764.00 FABRIC FOR EROSION CONTROL | | | 0270 601002-001 211.000 CY | 552.00000 116472.00| 320.00000 67520.00| 425.00000 89675.00 CLASS B CONCRETE | | | 0275 601005-001 120.000 CY | 246.00000 29520.00| 320.00000 38400.00| 300.00000 36000.00 CLASS C CONCRETE | | | 0280 601009-001 672.000 CY | 665.00000 446880.00| 600.00000 403200.00| 750.00000 504000.00 CLASS H CONCRETE | | | 0285 601009-003 123.000 CY | 920.00000 113160.00| 1700.00000 209100.00| 1250.00000 153750.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0290 601025-001 231.000 CY | 880.00000 203280.00| 770.00000 177870.00| 875.00000 202125.00 MODIFIED CONCRETE, CLASS B, 4000 PSI | | | 0295 602001-001 71763.000 LB | 0.89000 63869.07| 0.98000 70327.74| 1.10000 78939.30 REINFORCING STEEL BAR | | | 0300 602002-001 145018.000 LB | 1.15000 166770.70| 1.20000 174021.60| 1.10000 159519.80 EPOXY COATED REINFORCING STEEL BAR | | | 0305 615001-001 786115.000 LS | 1165000.00000 1165000.00| 1060000.00000 1060000.00| 1100000.00000 1100000.00 STEEL SUPERSTRUCTURE | | | 0310 615028-001 4.000 EA | 8000.00000 32000.00| 1800.00000 7200.00| 3500.00000 14000.00 GUIDED BEARING, ELASTOMERIC | | | 0315 615029-001 12.000 EA | 2000.00000 24000.00| 3700.00000 44400.00| 3500.00000 42000.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0320 616004-016 552.000 LF | 49.00000 27048.00| 64.00000 35328.00| 70.00000 38640.00 HP14X73 STEEL BEARING PILE, DRIVEN | | | 0325 616005-007 1041.000 LF | 48.00000 49968.00| 60.00000 62460.00| 70.00000 72870.00 HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0330 617003-001 495.000 LF | 260.00000 128700.00| 240.00000 118800.00| 225.00000 111375.00 ALUMINUM RAILING | | | 0335 625001-022 48.000 LF | 1090.00000 52320.00| 1300.00000 62400.00| 1200.00000 57600.00 66 INCH DIAMETER DRILLED CAISSONS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-0718956 |( 2 ) 55-0487806 |( 3 ) 25-1696132 |BUSH & BURCHETT, INC. |ORDERS CONSTRUCTION COMPANY, |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0340 625003-020 92.000 LF | 1090.00000 100280.00| 1300.00000 119600.00| 900.00000 82800.00 60 INCH ROCK SOCKET FOUNDATION | | | 0345 625005-001 164.000 LF | 50.00000 8200.00| 57.00000 9348.00| 85.00000 13940.00 PREINSTALLATION CORE HOLE | | | 0350 639001-001 LUMP | 6000.00000 6000.00| 33000.00000 33000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0355 642050-001 6.000 EA | 1200.00000 7200.00| 1.00000 6.00| 500.00000 3000.00 DEWATERING DEVICE | | | 0360 662002-001 LUMP | 18500.00000 18500.00| 9500.00000 9500.00| 9000.00000 9000.00 GALVANIZED STEEL CONDUIT | | | 0365 662003-001 1.000 LS | 1300.00000 1300.00| 5300.00000 5300.00| 5000.00000 5000.00 POLYVINYLCHLORIDE CONDUIT, 1-1/2 INCH | | | 0370 662003-001 1.000 LS | 12000.00000 12000.00| 16000.00000 16000.00| 15000.00000 15000.00 POLYVINYLCHLORIDE CONDUIT, 2 INCH | | | 0375 662006-001 7.000 EA | 1250.00000 8750.00| 720.00000 5040.00| 700.00000 4900.00 JUNCTION BOX, TYPE A MODIFIED | | | 0380 662006-001 8.000 EA | 1250.00000 10000.00| 740.00000 5920.00| 700.00000 5600.00 JUNCTION BOX, TYPE B MODIFIED | | | 0385 662006-001 4.000 EA | 1650.00000 6600.00| 1300.00000 5200.00| 1500.00000 6000.00 JUNCTION BOX, TYPE H, 18X18 | | | 0390 662007-001 11.000 EA | 1450.00000 15950.00| 1600.00000 17600.00| 1500.00000 16500.00 LUMINAIRE, POST-TOP, 150W, HPS | | | 0395 662008-001 1.000 LS | 10000.00000 10000.00| 6900.00000 6900.00| 7000.00000 7000.00 CABLE, 01 | | | 0400 662008-001 1.000 LS | 900.00000 900.00| 6900.00000 6900.00| 7000.00000 7000.00 CABLE, 02 | | | 0405 662010-007 11.000 EA | 1730.00000 19030.00| 1600.00000 17600.00| 2000.00000 22000.00 LIGHTING SUPPORT, TYPE VII, POST-TOP, | | | 12' | | | 0410 662013-001 LUMP | 5500.00000 5500.00| 6400.00000 6400.00| 6000.00000 6000.00 SERVICE AND CONTROL STATION, 01 | | | 0415 662014-001 LUMP | 1000.00000 1000.00| 2100.00000 2100.00| 2000.00000 2000.00 INCIDENTAL ELECTRICAL WORK | | | 0420 662015-001 1.000 LS | 500.00000 500.00| 1100.00000 1100.00| 1000.00000 1000.00 ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ 3,517,421.77| $ 3,432,825.54| $ 3,643,298.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,755,033.77| $ 3,834,966.64| $ 4,030,193.10 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0345840 |( 6 ) 62-1345425 |VELOTTA COMPANY, THE |VECELLIO & GROGAN, INC. |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 | 10000.00000 10000.00| 18500.00000 18500.00| 205000.00000 205000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 198000.00000 198000.00| 200000.00000 200000.00| 195000.00000 195000.00 MOBILIZATION | | | 0015 207001-001 130.000 CY | 35.00000 4550.00| 45.00000 5850.00| 20.00000 2600.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 57.000 CY | 90.00000 5130.00| 75.00000 4275.00| 50.00000 2850.00 SUBGRADE | | | 0025 207034-000 502.000 SY | 3.00000 1506.00| 2.50000 1255.00| 1.60000 803.20 FABRIC FOR SEPARATION | | | 0030 211001-000 194.000 CY | 34.00000 6596.00| 69.00000 13386.00| 59.00000 11446.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 29.000 CY | 140.00000 4060.00| 120.00000 3480.00| 60.00000 1740.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 502001-012 166.000 SY | 175.00000 29050.00| 300.00000 49800.00| 215.00000 35690.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0045 607001-001 7.000 LF | 90.00000 630.00| 100.00000 700.00| 83.00000 581.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607006-001 2.000 EA | 1500.00000 3000.00| 1700.00000 3400.00| 1700.00000 3400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 609001-001 10.000 SY | 60.00000 600.00| 375.00000 3750.00| 120.00000 1200.00 CONCRETE SIDEWALK | | | 0060 609003-001 29.000 SY | 60.00000 1740.00| 200.00000 5800.00| 140.00000 4060.00 SIDEWALK, TYPE III RAMP, MODIFIED | | | 0065 610001-001 87.000 LF | 23.00000 2001.00| 38.00000 3306.00| 60.00000 5220.00 PLAIN CONCRETE CURBING, TYPE I | | | 0070 636011-001 5170.000 UN | 0.78000 4032.60| 0.90000 4653.00| 0.78000 4032.60 TRAFFIC CONTROL DEVICE | | | 0075 636012-010 2.000 EA | 350.00000 700.00| 400.00000 800.00| 350.00000 700.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0080 636013-001 42.000 EA | 3.50000 147.00| 4.00000 168.00| 3.50000 147.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0085 636017-001 100.000 LF | 25.00000 2500.00| 15.00000 1500.00| 14.00000 1400.00 TEMPORARY CONCRETE BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0345840 |( 6 ) 62-1345425 |VELOTTA COMPANY, THE |VECELLIO & GROGAN, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636025-001 4380.000 DA | 1.50000 6570.00| 1.75000 7665.00| 1.70000 7446.00 WARNING LIGHTS, TYPE B | | | 0095 637001-001 5.000 MG | 1.00000 5.00| 200.00000 1000.00| 52.00000 260.00 WATER FOR DUST PALLIATIVE | | | 0100 638002-001 2.000 EA | 100.00000 200.00| 150.00000 300.00| 51.00000 102.00 RIGHT OF WAY MARKER | | | 0105 639001-001 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 3000.40000 3000.40 CONSTRUCTION LAYOUT STAKE | | | 0106 640001-001 15.000 MO | 1800.00000 27000.00| 3100.00000 46500.00| 1700.00000 25500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0107 640003-001 LUMP | 2500.00000 2500.00| 6300.00000 6300.00| 915.00000 915.00 BUILDING EQUIPMENT | | | 0110 642004-002 50.000 LB | 50.00000 2500.00| 9.00000 450.00| 28.00000 1400.00 SEED MIXTURE, B | | | 0115 642004-003 25.000 LB | 60.00000 1500.00| 16.00000 400.00| 28.00000 700.00 SEED MIXTURE, D | | | 0120 642005-001 1.000 TN | 300.00000 300.00| 615.00000 615.00| 550.00000 550.00 MULCH, STRAW OR HAY | | | 0125 642005-002 1.000 TN | 400.00000 400.00| 550.00000 550.00| 1650.00000 1650.00 MULCH, WOOD CELLULOSE FIBER | | | 0130 642006-001 1.000 TN | 300.00000 300.00| 550.00000 550.00| 825.00000 825.00 FERTILIZER | | | 0135 642010-001 1.000 TN | 50.00000 50.00| 75.00000 75.00| 165.00000 165.00 AGRICULTURAL LIMESTONE | | | 0140 642012-001 200.000 LF | 6.00000 1200.00| 3.55000 710.00| 2.00000 400.00 SILT FENCE | | | 0145 652001-001 1.000 TN | 50.00000 50.00| 75.00000 75.00| 165.00000 165.00 AGRICULTURAL LIMESTONE | | | 0150 652002-001 1.000 TN | 300.00000 300.00| 650.00000 650.00| 825.00000 825.00 FERTILIZER, 10-20-10 | | | 0155 652002-002 1.000 TN | 300.00000 300.00| 550.00000 550.00| 1270.00000 1270.00 FERTILIZER, UREA FORMALDEHYDE | | | 0160 652003-001 50.000 LB | 50.00000 2500.00| 12.00000 600.00| 28.00000 1400.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0165 652003-002 25.000 LB | 60.00000 1500.00| 17.00000 425.00| 28.00000 700.00 SEED MIXTURE, D | | | 0170 652004-001 1.000 TN | 300.00000 300.00| 575.00000 575.00| 550.00000 550.00 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0345840 |( 6 ) 62-1345425 |VELOTTA COMPANY, THE |VECELLIO & GROGAN, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 652004-002 1.000 TN | 400.00000 400.00| 550.00000 550.00| 1650.00000 1650.00 WOOD CELLULOSE FIBER MULCH | | | 0180 657010-001 27.000 LF | 13.00000 351.00| 14.00000 378.00| 9.90000 267.30 3.00 LB CHANNEL POST | | | 0185 661001-001 8.000 SF | 25.00000 200.00| 27.00000 216.00| 48.00000 384.00 0.080 IN FLAT SHEET SIGN | | | 0190 663001-004 600.000 LF | 0.45000 270.00| 0.50000 300.00| 0.50000 300.00 EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0195 663001-004 600.000 LF | 0.45000 270.00| 0.50000 300.00| 0.50000 300.00 EDGE LINE, TYPE II - 4 IN ,YELLOW | | | 0200 663002-005 150.000 LF | 0.45000 67.50| 0.50000 75.00| 0.50000 75.00 LANE LINE, TYPE II - 4 IN ,WHITE | | | 0205 401001-001 AA1 20.000 TN | 160.00000 3200.00| 170.00000 3400.00| 175.00000 3500.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0210 401001-002 AA2 19.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0215 401001-001 BB1 39.000 TN | 160.00000 6240.00| 170.00000 6630.00| 175.00000 6825.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0220 401001-002 BB2 37.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0225 402001-001 CC1 24.000 TN | 160.00000 3840.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0230 402001-002 CC2 24.000 TN | | 170.00000 4080.00| 175.00000 4200.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 341,556.10| $ 414,542.00| $ 541,194.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10554 | | | 0235 203001-000 LUMP | 300000.00000 300000.00| 450000.00000 450000.00| 337700.00000 337700.00 DISMANTLING STRUCTURE | | | 0240 212001-000 294.000 CY | 125.00000 36750.00| 25.00000 7350.00| 10.00000 2940.00 STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0345840 |( 6 ) 62-1345425 |VELOTTA COMPANY, THE |VECELLIO & GROGAN, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 212002-000 488.000 CY | 65.00000 31720.00| 33.00000 16104.00| 10.00000 4880.00 WET EXCAVATION | | | 0250 212004-000 1.000 EA | 669000.00000 669000.00| 245000.00000 245000.00| 149900.00000 149900.00 COFFERDAM | | | 0255 212005-000 343.000 CY | 100.00000 34300.00| 75.00000 25725.00| 91.00000 31213.00 SELECT MATERIAL FOR BACKFILLING | | | 0260 218004-001 1382.000 SY | 20.00000 27640.00| 33.00000 45606.00| 27.00000 37314.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0265 218007-000 1382.000 SY | 3.00000 4146.00| 2.50000 3455.00| 1.50000 2073.00 FABRIC FOR EROSION CONTROL | | | 0270 601002-001 211.000 CY | 350.00000 73850.00| 500.00000 105500.00| 335.00000 70685.00 CLASS B CONCRETE | | | 0275 601005-001 120.000 CY | 150.00000 18000.00| 385.00000 46200.00| 185.00000 22200.00 CLASS C CONCRETE | | | 0280 601009-001 672.000 CY | 620.00000 416640.00| 700.00000 470400.00| 800.00000 537600.00 CLASS H CONCRETE | | | 0285 601009-003 123.000 CY | 1100.00000 135300.00| 1230.00000 151290.00| 1450.00000 178350.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0290 601025-001 231.000 CY | 750.00000 173250.00| 985.00000 227535.00| 880.00000 203280.00 MODIFIED CONCRETE, CLASS B, 4000 PSI | | | 0295 602001-001 71763.000 LB | 0.94000 67457.22| 1.05000 75351.15| 1.10000 78939.30 REINFORCING STEEL BAR | | | 0300 602002-001 145018.000 LB | 1.01000 146468.18| 1.15000 166770.70| 1.40000 203025.20 EPOXY COATED REINFORCING STEEL BAR | | | 0305 615001-001 786115.000 LS | 1100000.00000 1100000.00| 1052500.00000 1052500.00| 1150000.00000 1150000.00 STEEL SUPERSTRUCTURE | | | 0310 615028-001 4.000 EA | 6000.00000 24000.00| 7800.00000 31200.00| 6780.00000 27120.00 GUIDED BEARING, ELASTOMERIC | | | 0315 615029-001 12.000 EA | 1000.00000 12000.00| 2450.00000 29400.00| 1670.00000 20040.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0320 616004-016 552.000 LF | 70.00000 38640.00| 62.00000 34224.00| 40.00000 22080.00 HP14X73 STEEL BEARING PILE, DRIVEN | | | 0325 616005-007 1041.000 LF | 75.00000 78075.00| 65.00000 67665.00| 45.00000 46845.00 HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0330 617003-001 495.000 LF | 225.00000 111375.00| 270.00000 133650.00| 245.00000 121275.00 ALUMINUM RAILING | | | 0335 625001-022 48.000 LF | 1600.00000 76800.00| 1475.00000 70800.00| 1300.00000 62400.00 66 INCH DIAMETER DRILLED CAISSONS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0345840 |( 6 ) 62-1345425 |VELOTTA COMPANY, THE |VECELLIO & GROGAN, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0340 625003-020 92.000 LF | 750.00000 69000.00| 930.00000 85560.00| 1300.00000 119600.00 60 INCH ROCK SOCKET FOUNDATION | | | 0345 625005-001 164.000 LF | 50.00000 8200.00| 85.01000 13941.64| 35.00000 5740.00 PREINSTALLATION CORE HOLE | | | 0350 639001-001 LUMP | 20000.00000 20000.00| 35000.00000 35000.00| 42541.00000 42541.00 CONSTRUCTION LAYOUT STAKE | | | 0355 642050-001 6.000 EA | 200.00000 1200.00| 2400.00000 14400.00| 1240.00000 7440.00 DEWATERING DEVICE | | | 0360 662002-001 LUMP | 9000.00000 9000.00| 10200.00000 10200.00| 9900.00000 9900.00 GALVANIZED STEEL CONDUIT | | | 0365 662003-001 1.000 LS | 5000.00000 5000.00| 5675.00000 5675.00| 5500.00000 5500.00 POLYVINYLCHLORIDE CONDUIT, 1-1/2 INCH | | | 0370 662003-001 1.000 LS | 15000.00000 15000.00| 17000.00000 17000.00| 16500.00000 16500.00 POLYVINYLCHLORIDE CONDUIT, 2 INCH | | | 0375 662006-001 7.000 EA | 675.00000 4725.00| 765.00000 5355.00| 745.00000 5215.00 JUNCTION BOX, TYPE A MODIFIED | | | 0380 662006-001 8.000 EA | 700.00000 5600.00| 795.00000 6360.00| 770.00000 6160.00 JUNCTION BOX, TYPE B MODIFIED | | | 0385 662006-001 4.000 EA | 1250.00000 5000.00| 1425.00000 5700.00| 1380.00000 5520.00 JUNCTION BOX, TYPE H, 18X18 | | | 0390 662007-001 11.000 EA | 1529.00000 16819.00| 1735.00000 19085.00| 1680.00000 18480.00 LUMINAIRE, POST-TOP, 150W, HPS | | | 0395 662008-001 1.000 LS | 6500.00000 6500.00| 7375.00000 7375.00| 7150.00000 7150.00 CABLE, 01 | | | 0400 662008-001 1.000 LS | 6500.00000 6500.00| 7375.00000 7375.00| 7150.00000 7150.00 CABLE, 02 | | | 0405 662010-007 11.000 EA | 1500.00000 16500.00| 1705.00000 18755.00| 1650.00000 18150.00 LIGHTING SUPPORT, TYPE VII, POST-TOP, | | | 12' | | | 0410 662013-001 LUMP | 6000.00000 6000.00| 6810.00000 6810.00| 6600.00000 6600.00 SERVICE AND CONTROL STATION, 01 | | | 0415 662014-001 LUMP | 2000.00000 2000.00| 2300.00000 2300.00| 2200.00000 2200.00 INCIDENTAL ELECTRICAL WORK | | | 0420 662015-001 1.000 LS | 1000.00000 1000.00| 1135.00000 1135.00| 1100.00000 1100.00 ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ 3,773,455.40| $ 3,717,752.49| $ 3,594,805.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,115,011.50| $ 4,132,294.49| $ 4,136,000.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 61-0729748 |( 8 ) 27-0534112 |( ) |HAYDON BRIDGE COMPANY, INC. |MEC CONSTRUCTION, LLC | 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 | 10000.00000 10000.00| 118000.00000 118000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 130000.00000 130000.00| 233000.00000 233000.00| MOBILIZATION | | | 0015 207001-001 130.000 CY | 25.00000 3250.00| 35.00000 4550.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 57.000 CY | 35.00000 1995.00| 67.00000 3819.00| SUBGRADE | | | 0025 207034-000 502.000 SY | 3.00000 1506.00| 1.10000 552.20| FABRIC FOR SEPARATION | | | 0030 211001-000 194.000 CY | 35.00000 6790.00| 57.00000 11058.00| UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 29.000 CY | 50.00000 1450.00| 67.00000 1943.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0040 502001-012 166.000 SY | 192.00000 31872.00| 202.00000 33532.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0045 607001-001 7.000 LF | 75.00000 525.00| 100.00000 700.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607006-001 2.000 EA | 1543.00000 3086.00| 1660.00000 3320.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 609001-001 10.000 SY | 100.00000 1000.00| 90.00000 900.00| CONCRETE SIDEWALK | | | 0060 609003-001 29.000 SY | 100.00000 2900.00| 100.00000 2900.00| SIDEWALK, TYPE III RAMP, MODIFIED | | | 0065 610001-001 87.000 LF | 50.00000 4350.00| 45.00000 3915.00| PLAIN CONCRETE CURBING, TYPE I | | | 0070 636011-001 5170.000 UN | 1.00000 5170.00| 1.11000 5738.70| TRAFFIC CONTROL DEVICE | | | 0075 636012-010 2.000 EA | 1000.00000 2000.00| 22.00000 44.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0080 636013-001 42.000 EA | 10.00000 420.00| 5.00000 210.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0085 636017-001 100.000 LF | 50.00000 5000.00| 25.00000 2500.00| TEMPORARY CONCRETE BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 61-0729748 |( 8 ) 27-0534112 |( ) |HAYDON BRIDGE COMPANY, INC. |MEC CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636025-001 4380.000 DA | 1.25000 5475.00| 1.38000 6044.40| WARNING LIGHTS, TYPE B | | | 0095 637001-001 5.000 MG | 1.00000 5.00| 50.00000 250.00| WATER FOR DUST PALLIATIVE | | | 0100 638002-001 2.000 EA | 100.00000 200.00| 80.00000 160.00| RIGHT OF WAY MARKER | | | 0105 639001-001 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| CONSTRUCTION LAYOUT STAKE | | | 0106 640001-001 15.000 MO | 1250.00000 18750.00| 1650.00000 24750.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0107 640003-001 LUMP | 5000.00000 5000.00| 1525.00000 1525.00| BUILDING EQUIPMENT | | | 0110 642004-002 50.000 LB | 50.00000 2500.00| 8.90000 445.00| SEED MIXTURE, B | | | 0115 642004-003 25.000 LB | 60.00000 1500.00| 16.70000 417.50| SEED MIXTURE, D | | | 0120 642005-001 1.000 TN | 300.00000 300.00| 610.00000 610.00| MULCH, STRAW OR HAY | | | 0125 642005-002 1.000 TN | 400.00000 400.00| 550.00000 550.00| MULCH, WOOD CELLULOSE FIBER | | | 0130 642006-001 1.000 TN | 300.00000 300.00| 550.00000 550.00| FERTILIZER | | | 0135 642010-001 1.000 TN | 50.00000 50.00| 80.00000 80.00| AGRICULTURAL LIMESTONE | | | 0140 642012-001 200.000 LF | 5.00000 1000.00| 2.50000 500.00| SILT FENCE | | | 0145 652001-001 1.000 TN | 50.00000 50.00| 80.00000 80.00| AGRICULTURAL LIMESTONE | | | 0150 652002-001 1.000 TN | 300.00000 300.00| 675.00000 675.00| FERTILIZER, 10-20-10 | | | 0155 652002-002 1.000 TN | 300.00000 300.00| 550.00000 550.00| FERTILIZER, UREA FORMALDEHYDE | | | 0160 652003-001 50.000 LB | 50.00000 2500.00| 12.00000 600.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0165 652003-002 25.000 LB | 60.00000 1500.00| 17.00000 425.00| SEED MIXTURE, D | | | 0170 652004-001 1.000 TN | 300.00000 300.00| 610.00000 610.00| STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 61-0729748 |( 8 ) 27-0534112 |( ) |HAYDON BRIDGE COMPANY, INC. |MEC CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 652004-002 1.000 TN | 400.00000 400.00| 550.00000 550.00| WOOD CELLULOSE FIBER MULCH | | | 0180 657010-001 27.000 LF | 15.00000 405.00| 15.00000 405.00| 3.00 LB CHANNEL POST | | | 0185 661001-001 8.000 SF | 20.00000 160.00| 11.00000 88.00| 0.080 IN FLAT SHEET SIGN | | | 0190 663001-004 600.000 LF | 1.00000 600.00| 1.10000 660.00| EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0195 663001-004 600.000 LF | 1.00000 600.00| 1.10000 660.00| EDGE LINE, TYPE II - 4 IN ,YELLOW | | | 0200 663002-005 150.000 LF | 1.00000 150.00| 1.10000 165.00| LANE LINE, TYPE II - 4 IN ,WHITE | | | 0205 401001-001 AA1 20.000 TN | 160.00000 3200.00| 180.00000 3600.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0210 401001-002 AA2 19.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0215 401001-001 BB1 39.000 TN | 160.00000 6240.00| 180.00000 7020.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0220 401001-002 BB2 37.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0225 402001-001 CC1 24.000 TN | | 180.00000 4320.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0230 402001-002 CC2 24.000 TN | 160.00000 3840.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 277,339.00| $ 492,971.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10554 | | | 0235 203001-000 LUMP | 735000.00000 735000.00| 575000.00000 575000.00| DISMANTLING STRUCTURE | | | 0240 212001-000 294.000 CY | 16.25000 4777.50| 30.00000 8820.00| STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 61-0729748 |( 8 ) 27-0534112 |( ) |HAYDON BRIDGE COMPANY, INC. |MEC CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 212002-000 488.000 CY | 40.00000 19520.00| 50.00000 24400.00| WET EXCAVATION | | | 0250 212004-000 1.000 EA | 500000.00000 500000.00| 250000.00000 250000.00| COFFERDAM | | | 0255 212005-000 343.000 CY | 95.00000 32585.00| 102.00000 34986.00| SELECT MATERIAL FOR BACKFILLING | | | 0260 218004-001 1382.000 SY | 30.00000 41460.00| 25.00000 34550.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0265 218007-000 1382.000 SY | 2.50000 3455.00| 1.50000 2073.00| FABRIC FOR EROSION CONTROL | | | 0270 601002-001 211.000 CY | 450.00000 94950.00| 490.00000 103390.00| CLASS B CONCRETE | | | 0275 601005-001 120.000 CY | 355.00000 42600.00| 780.00000 93600.00| CLASS C CONCRETE | | | 0280 601009-001 672.000 CY | 725.00000 487200.00| 790.00000 530880.00| CLASS H CONCRETE | | | 0285 601009-003 123.000 CY | 1000.00000 123000.00| 1200.00000 147600.00| CLASS H CONCRETE, ARCHITECTURAL | | | 0290 601025-001 231.000 CY | 650.00000 150150.00| 850.00000 196350.00| MODIFIED CONCRETE, CLASS B, 4000 PSI | | | 0295 602001-001 71763.000 LB | 0.97000 69610.11| 1.06000 76068.78| REINFORCING STEEL BAR | | | 0300 602002-001 145018.000 LB | 1.13000 163870.34| 1.14000 165320.52| EPOXY COATED REINFORCING STEEL BAR | | | 0305 615001-001 786115.000 LS | 1150000.00000 1150000.00| 1219000.00000 1219000.00| STEEL SUPERSTRUCTURE | | | 0310 615028-001 4.000 EA | 7750.00000 31000.00| 3625.00000 14500.00| GUIDED BEARING, ELASTOMERIC | | | 0315 615029-001 12.000 EA | 2300.00000 27600.00| 1630.00000 19560.00| NON-GUIDED BEARING, ELASTOMERIC | | | 0320 616004-016 552.000 LF | 55.00000 30360.00| 54.00000 29808.00| HP14X73 STEEL BEARING PILE, DRIVEN | | | 0325 616005-007 1041.000 LF | 70.00000 72870.00| 60.00000 62460.00| HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0330 617003-001 495.000 LF | 235.00000 116325.00| 240.00000 118800.00| ALUMINUM RAILING | | | 0335 625001-022 48.000 LF | 1011.00000 48528.00| 1170.00000 56160.00| 66 INCH DIAMETER DRILLED CAISSONS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9904913 COUNTIES : CABELL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 61-0729748 |( 8 ) 27-0534112 |( ) |HAYDON BRIDGE COMPANY, INC. |MEC CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0340 625003-020 92.000 LF | 996.00000 91632.00| 1170.00000 107640.00| 60 INCH ROCK SOCKET FOUNDATION | | | 0345 625005-001 164.000 LF | 90.00000 14760.00| 45.00000 7380.00| PREINSTALLATION CORE HOLE | | | 0350 639001-001 LUMP | 25000.00000 25000.00| 12000.00000 12000.00| CONSTRUCTION LAYOUT STAKE | | | 0355 642050-001 6.000 EA | 1500.00000 9000.00| 600.00000 3600.00| DEWATERING DEVICE | | | 0360 662002-001 LUMP | 16000.00000 16000.00| 10000.00000 10000.00| GALVANIZED STEEL CONDUIT | | | 0365 662003-001 1.000 LS | 600.00000 600.00| 5600.00000 5600.00| POLYVINYLCHLORIDE CONDUIT, 1-1/2 INCH | | | 0370 662003-001 1.000 LS | 8300.00000 8300.00| 17000.00000 17000.00| POLYVINYLCHLORIDE CONDUIT, 2 INCH | | | 0375 662006-001 7.000 EA | 900.00000 6300.00| 750.00000 5250.00| JUNCTION BOX, TYPE A MODIFIED | | | 0380 662006-001 8.000 EA | 900.00000 7200.00| 780.00000 6240.00| JUNCTION BOX, TYPE B MODIFIED | | | 0385 662006-001 4.000 EA | 1500.00000 6000.00| 1400.00000 5600.00| JUNCTION BOX, TYPE H, 18X18 | | | 0390 662007-001 11.000 EA | 1500.00000 16500.00| 1700.00000 18700.00| LUMINAIRE, POST-TOP, 150W, HPS | | | 0395 662008-001 1.000 LS | 10000.00000 10000.00| 7200.00000 7200.00| CABLE, 01 | | | 0400 662008-001 1.000 LS | 900.00000 900.00| 7200.00000 7200.00| CABLE, 02 | | | 0405 662010-007 11.000 EA | 1730.00000 19030.00| 1660.00000 18260.00| LIGHTING SUPPORT, TYPE VII, POST-TOP, | | | 12' | | | 0410 662013-001 LUMP | 5500.00000 5500.00| 6650.00000 6650.00| SERVICE AND CONTROL STATION, 01 | | | 0415 662014-001 LUMP | 1000.00000 1000.00| 2200.00000 2200.00| INCIDENTAL ELECTRICAL WORK | | | 0420 662015-001 1.000 LS | 500.00000 500.00| 1100.00000 1100.00| ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ 4,183,082.95| $ 4,004,946.30| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,460,421.95| $ 4,497,918.10| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0826703 COUNTIES : HANCOCK LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WV 2, BROOKE CO. LINE TO PENNSLYVANIA AVE. ROAD RESURFACING PROJECT(S) : S315-0002/00-000.00 00 0ERP 0002 479 D00 LOCATION: BEG: BROOKE/HANCOCK CO. LINE END: 0.45 MI S JCT WV 105 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 534,118.25 100.0000% 2 20-8522305 LASH PAVING, INC. $ 541,331.45 101.3505% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0826703 COUNTIES : HANCOCK LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 20-8522305 |( ) |KELLY PAVING, INC. |LASH PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WV 2, BROOKE CO. LINE TO PENNSLYVANIA AVE. RESURFACING | | | 0005 204001-000 LUMP | 7500.00000 7500.00| 7500.00000 7500.00| MOBILIZATION | | | 0010 207001-001 62.000 CY | 115.00000 7130.00| 160.14000 9928.68| UNCLASSIFIED EXCAVATION | | | 0015 408002-001 824.000 GA | 2.10000 1730.40| 2.75000 2266.00| BITUMINOUS MATERIAL | | | 0020 415005-001 28618.000 SY | 2.50000 71545.00| 2.16000 61814.88| REMOVE EXISTING PAVEMENT SURFACE | | | 0025 605006-001 1.000 EA | 1500.00000 1500.00| 8724.90000 8724.90| TYPE D INLET | | | 0030 605012-001 2.000 EA | 1500.00000 3000.00| 1157.43000 2314.86| ADJUST INLET TYPE, B | | | 0035 605015-001 5.000 EA | 900.00000 4500.00| 1183.94000 5919.70| ADJUST MANHOLE TYPE A | | | 0040 609001-001 276.000 SY | 120.00000 33120.00| 125.90000 34748.40| CONCRETE SIDEWALK | | | 0045 609002-001 31.000 CY | 200.00000 6200.00| 65.16000 2019.96| BED COURSE MATERIAL | | | 0050 636011-001 6810.000 UN | 3.95000 26899.50| 1.17000 7967.70| TRAFFIC CONTROL DEVICE | | | 0055 636014-001 400.000 HR | 58.00000 23200.00| 52.00000 20800.00| FLAGGER | | | 0060 636014-002 200.000 HR | 56.00000 11200.00| 85.00000 17000.00| TRAFFIC DIRECTOR | | | 0065 636021-001 30.000 DA | 17.00000 510.00| 16.57000 497.10| ELECTRIC ARROW | | | 0070 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 1 | | | 0075 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 2 | | | 0080 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 3 | | | 0085 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 4 | | | 0090 660007-001 LUMP | 2700.00000 2700.00| 2700.00000 2700.00| MISCELLANEOUS SIGNAL 5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0826703 COUNTIES : HANCOCK LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 20-8522305 |( ) |KELLY PAVING, INC. |LASH PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 660007-001 LUMP | 2700.00000 2700.00| 2700.00000 2700.00| MISCELLANEOUS SIGNAL 6 | | | 0100 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 7 | | | 0105 660007-001 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| MISCELLANEOUS SIGNAL 8 | | | 0110 662015-001 1.000 LS | 1800.00000 1800.00| 1800.00000 1800.00| ELECTRICAL TEST, LOOP DETECTORS | | | 0115 663002-005 1607.000 LF | 0.40000 642.80| 0.39000 626.73| LANE LINE, TYPE II - 4 IN PERM. WHITE | | | 0120 663002-005 183.000 LF | 0.40000 73.20| 0.39000 71.37| LANE LINE, TYPE II - 4 IN PERM. YELLOW | | | 0125 663002-005 1607.000 LF | 0.40000 642.80| 0.39000 626.73| LANE LINE, TYPE II - 4 IN TEMP. WHITE | | | 0130 663002-005 1607.000 LF | 1.15000 1848.05| 1.10000 1767.70| LANE LINE, TYPE II - 4 IN TEMP. WHITE | | | ROTOMILL | | | 0135 663002-005 183.000 LF | 0.40000 73.20| 0.39000 71.37| LANE LINE, TYPE II - 4 IN TEMP. YELLOW | | | 0140 663002-005 183.000 LF | 1.15000 210.45| 1.10000 201.30| LANE LINE, TYPE II - 4 IN TEMP. YELLOW | | | ROTOMILL | | | 0145 663003-005 10562.000 LF | 0.40000 4224.80| 0.39000 4119.18| BARRIER LINE, TYPE II PERM. YELLOW | | | 0150 663003-005 10562.000 LF | 0.40000 4224.80| 0.39000 4119.18| BARRIER LINE, TYPE II TEMP. YELLOW | | | 0155 663003-005 10562.000 LF | 1.15000 12146.30| 1.10000 11618.20| BARRIER LINE, TYPE II TEMP. YELLOW | | | ROTOMILL | | | 0160 663004-004 641.000 LF | 0.40000 256.40| 0.39000 249.99| CHANNELIZING LINE, TYPE II PERM. WHITE | | | 8" | | | 0165 663004-004 641.000 LF | 0.40000 256.40| 0.39000 249.99| CHANNELIZING LINE, TYPE II TEMP. WHITE | | | 8" | | | 0170 663004-004 641.000 LF | 1.15000 737.15| 1.10000 705.10| CHANNELIZING LINE, TYPE II TEMP. WHITE | | | ROTOMILL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0826703 COUNTIES : HANCOCK LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 20-8522305 |( ) |KELLY PAVING, INC. |LASH PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 663005-010 236.000 LF | 25.00000 5900.00| 22.09000 5213.24| STOP LINE, TYPE V - 12 IN 24" WHITE | | | 0180 663006-010 1638.000 LF | 9.00000 14742.00| 8.84000 14479.92| CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 12" WHITE | | | 0185 663010-010 14.000 EA | 340.00000 4760.00| 331.33000 4638.62| ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | 0190 663011-010 20.000 EA | 110.00000 2200.00| 104.92000 2098.40| LANE LETTER, TYPE V | | | 0195 663012-208 255.000 EA | 38.00000 9690.00| 36.45000 9294.75| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0200 402001-001 AA1 3148.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 4 | | | 0205 402001-002 AA2 3085.000 TN | 83.00000 256055.00| 91.50000 282277.50| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 4 | | | SECTION TOTALS | $ 534,118.25| $ 541,331.45| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 534,118.25| $ 541,331.45| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0902240 COUNTIES : HAMPSHIRE GRANT LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 05 JEFFERSON OTHERS CONTRACT DESCRIPTION : DISTRICT 5 RUMBLE STRIPS PROJECT(S) : X385-0RUM/BL-001.00 00 OCRO 2009 088 000 LOCATION: DISTRICT 5 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1584843 SURFACE PREPARATION TECHNOLOGIES, INC. $ 58,370.00 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 160,134.00 274.3430% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0902240 COUNTIES : HAMPSHIRE GRANT LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 05 JEFFERSON OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1584843 |( 2 ) 55-0570769 |( ) |SURFACE PREPARATION TECHNOLO |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RUMBLE STRIPS | | | 0005 204001-000 LUMP | 30000.00000 30000.00| 23200.00000 23200.00| MOBILIZATION | | | 0010 410001-002 68300.000 LF | 0.20000 13660.00| 0.80000 54640.00| SAWED RUMBLE STRIP | | | 0015 636006-001 15.000 DA | 50.00000 750.00| 800.00000 12000.00| PILOT TRUCK AND DRIVER | | | 0020 636011-001 6740.000 UN | 0.10000 674.00| 3.00000 20220.00| TRAFFIC CONTROL DEVICE | | | 0025 636014-001 360.000 HR | 1.00000 360.00| 59.00000 21240.00| FLAGGER | | | 0030 636014-002 30.000 HR | 50.00000 1500.00| 60.00000 1800.00| TRAFFIC DIRECTOR | | | 0035 636022-001 30.000 DA | 55.00000 1650.00| 5.00000 150.00| CHANGEABLE MESSAGE SIGN | | | 0040 663002-004 6.530 MI | 400.00000 2612.00| 1100.00000 7183.00| LANE LINE, TYPE II - 4 IN YELLOW | | | 0045 663003-004 17.910 MI | 400.00000 7164.00| 1100.00000 19701.00| BARRIER LINE, TYPE II | | | SECTION TOTALS | $ 58,370.00| $ 160,134.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 58,370.00| $ 160,134.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0826322R1 COUNTIES : JACKSON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : SHERMAN - MURRAYSVILLE ROAD PROJECT(S) : S318-0068/00-005.75 00 LOCATION: BEGIN: JCT CR 4/12 END: 0.82 MI. S. OFJCT CR 4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 856,632.90 100.0000% 2 55-0583614 KELLY PAVING, INC. $ 899,166.75 104.9652% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0826322R1 COUNTIES : JACKSON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( ) |WEST VIRGINIA PAVING, INC. |KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING I000 | | | 0005 207001-001 1357.000 CY | 8.00000 10856.00| 2.50000 3392.50| UNCLASSIFIED EXCAVATION | | | 0010 211008-000 232.000 TN | 55.00000 12760.00| 52.00000 12064.00| ROCK BORROW EXCAVATION | | | 0015 229001-000 2.370 MI | 7000.00000 16590.00| 10000.00000 23700.00| SHOULDER AND DITCH | | | 0020 408002-001 963.000 GA | 2.00000 1926.00| 3.00000 2889.00| BITUMINOUS MATERIAL | | | 0025 605014-001 4.000 EA | 4400.00000 17600.00| 3000.00000 12000.00| MODIFIED INLET, TYPE G | | | 0030 607001-001 612.500 LF | 15.70000 9616.25| 14.00000 8575.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607009-001 2200.000 LF | 3.50000 7700.00| 3.00000 6600.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607010-020 237.500 LF | 2.00000 475.00| 1.60000 380.00| GUARDRAIL REMOVAL | | | 0045 607065-001 2.000 EA | 1800.00000 3600.00| 1600.00000 3200.00| FLARED END TERMINAL | | | 0050 607065-002 3.000 EA | 800.00000 2400.00| 650.00000 1950.00| FLARED END TERMINAL, REMOVE AND RESET | | | 0055 607066-001 3.000 EA | 2000.00000 6000.00| 1800.00000 5400.00| TANGENT END TERMINAL | | | 0060 636006-001 25.000 DA | 850.00000 21250.00| 0.01000 0.25| PILOT TRUCK AND DRIVER | | | 0065 636008-001 35270.000 LF | 0.27000 9522.90| 0.20000 7054.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0070 636011-001 9230.000 UN | 1.25000 11537.50| 0.75000 6922.50| TRAFFIC CONTROL DEVICE | | | 0075 636014-001 500.000 HR | 55.00000 27500.00| 58.00000 29000.00| FLAGGER | | | 0080 636025-001 125.000 DA | 1.25000 156.25| 1.50000 187.50| WARNING LIGHTS, TYPE B | | | 0085 663001-005 4.740 MI | 1250.00000 5925.00| 1000.00000 4740.00| EDGE LINE, TYPE II - 4 IN WHITE | | | 0090 663002-004 1.940 MI | 1250.00000 2425.00| 1000.00000 1940.00| LANE LINE, TYPE II - 4 IN YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0826322R1 COUNTIES : JACKSON LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( ) |WEST VIRGINIA PAVING, INC. |KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 401001-001 AA1 2687.000 TN | 85.00000 228395.00| 88.00000 236456.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0100 401001-002 AA2 2687.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0105 401002-001 BB1 3922.000 TN | 83.00000 325526.00| 96.00000 376512.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0110 401002-002 BB2 3922.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0115 401003-001 CC1 123.000 TN | 85.00000 10455.00| 100.00000 12300.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 CC2 123.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0125 401007-001 DD1 1499.000 TN | 83.00000 124417.00| 96.00000 143904.00| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0130 401007-002 DD2 1499.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 856,632.90| $ 899,166.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 856,632.90| $ 899,166.75| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0920928 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WESTON-LIGHTBURN ROAD #4 PROJECT(S) : E321-0001/00-C05.09 04 FEMA 1838 000 00 LOCATION: 0.88 MILE N CO 8 - 0.90 MILE N CO 8 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 67,962.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 76,499.00 112.5614% 3 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 77,637.50 114.2366% 4 31-4444098 ALAN STONE CO., INC. $ 78,696.00 115.7941% 5 55-0753963 MERIDIAN COMMUNICATIONS & CONSTRUCTION, INC. $ 108,700.00 159.9423% 6 38-3667285 MCCOY CONSTRUCTION COMPANY $ 111,002.30 163.3299% 7 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 113,135.00 166.4680% 8 61-1584805 MARKS DRILLING $ 113,357.00 166.7947% 9 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 134,006.85 197.1791% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0920928 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( 3 ) 34-1421920 |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 4000.00000 4000.00| 11900.00000 11900.00| 13500.00000 13500.00 MOBILIZATION | | | 0010 207001-001 70.000 CY | 5.00000 350.00| 7.00000 490.00| 25.00000 1750.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 107.000 CY | 60.00000 6420.00| 34.00000 3638.00| 56.50000 6045.50 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 10.000 GA | 25.00000 250.00| 4.00000 40.00| 27.50000 275.00 BITUMINOUS MATERIAL | | | 0025 607009-001 87.500 LF | 10.00000 875.00| 16.00000 1400.00| 30.00000 2625.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-004 570.000 LF | 55.00000 31350.00| 45.00000 25650.00| 55.00000 31350.00 HP10X57 STEEL PILE | | | 0035 614003-001 576.000 SF | 12.00000 6912.00| 10.00000 5760.00| 12.00000 6912.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 0.75000 660.00| 0.25000 220.00| 2.00000 1760.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 40.00000 7200.00| 0.50000 90.00| 1.00000 180.00 FLAGGER | | | 0050 639001-001 LUMP | 1000.00000 1000.00| 19000.50000 19000.50| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 90.000 LF | 1.00000 90.00| 2.00000 180.00| 2.00000 180.00 SILT FENCE | | | 0060 642031-001 2.000 EA | 20.00000 40.00| 75.00000 150.00| 200.00000 400.00 DITCH CHECK | | | 0065 663001-005 0.130 MI | 5000.00000 650.00| 1325.00000 172.25| 10000.00000 1300.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.130 MI | 5000.00000 650.00| 1325.00000 172.25| 10000.00000 1300.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 35.000 TN | 35.00000 1225.00| 17.00000 595.00| 40.00000 1400.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 31.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 29.000 TN | 170.00000 4930.00| 189.00000 5481.00| 180.00000 5220.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0920928 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( 3 ) 34-1421920 |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 26.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 8.000 TN | 170.00000 1360.00| 195.00000 1560.00| 180.00000 1440.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 7.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 67,962.00| $ 76,499.00| $ 77,637.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 67,962.00| $ 76,499.00| $ 77,637.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0920928 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4444098 |( 5 ) 55-0753963 |( 6 ) 38-3667285 |ALAN STONE CO., INC. |MERIDIAN COMMUNICATIONS & CO |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 10800.00000 10800.00| 8000.00000 8000.00| 17500.00000 17500.00 MOBILIZATION | | | 0010 207001-001 70.000 CY | 15.00000 1050.00| 60.00000 4200.00| 25.00000 1750.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 107.000 CY | 60.00000 6420.00| 58.00000 6206.00| 75.00000 8025.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 10.000 GA | 28.00000 280.00| 30.00000 300.00| 30.00000 300.00 BITUMINOUS MATERIAL | | | 0025 607009-001 87.500 LF | 18.00000 1575.00| 34.00000 2975.00| 29.00000 2537.50 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-004 570.000 LF | 47.00000 26790.00| 89.00000 50730.00| 85.00000 48450.00 HP10X57 STEEL PILE | | | 0035 614003-001 576.000 SF | 21.00000 12096.00| 19.00000 10944.00| 20.00000 11520.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 1.00000 880.00| 1.70000 1496.00| 1.00000 880.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 45.00000 8100.00| 37.00000 6660.00| 50.00000 9000.00 FLAGGER | | | 0050 639001-001 LUMP | 1500.00000 1500.00| 500.00000 500.00| 1550.00000 1550.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 90.000 LF | 1.00000 90.00| 2.50000 225.00| 5.00000 450.00 SILT FENCE | | | 0060 642031-001 2.000 EA | 100.00000 200.00| 70.00000 140.00| 100.00000 200.00 DITCH CHECK | | | 0065 663001-005 0.130 MI | 1800.00000 234.00| 8700.00000 1131.00| 8000.00000 1040.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.130 MI | 1800.00000 234.00| 8700.00000 1131.00| 8000.00000 1040.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 35.000 TN | 50.00000 1750.00| 110.00000 3850.00| 50.00000 1750.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 31.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 29.000 TN | 181.00000 5249.00| 276.00000 8004.00| 135.40000 3926.60 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0920928 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4444098 |( 5 ) 55-0753963 |( 6 ) 38-3667285 |ALAN STONE CO., INC. |MERIDIAN COMMUNICATIONS & CO |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 26.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 8.000 TN | 181.00000 1448.00| 276.00000 2208.00| 135.40000 1083.20 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 7.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 78,696.00| $ 108,700.00| $ 111,002.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 78,696.00| $ 108,700.00| $ 111,002.30 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0920928 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0743840 |( 8 ) 61-1584805 |( 9 ) 25-1696132 |THAXTON CONSTRUCTION COMPANY |MARKS DRILLING |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 1000.00000 1000.00| 15000.00000 15000.00| 6000.00000 6000.00 MOBILIZATION | | | 0010 207001-001 70.000 CY | 50.00000 3500.00| 50.00000 3500.00| 35.00000 2450.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 107.000 CY | 50.00000 5350.00| 50.00000 5350.00| 80.00000 8560.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 10.000 GA | 20.00000 200.00| 2.50000 25.00| 25.00000 250.00 BITUMINOUS MATERIAL | | | 0025 607009-001 87.500 LF | 30.00000 2625.00| 12.00000 1050.00| 30.00000 2625.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-004 570.000 LF | 100.00000 57000.00| 110.00000 62700.00| 135.00000 76950.00 HP10X57 STEEL PILE | | | 0035 614003-001 576.000 SF | 20.00000 11520.00| 10.00000 5760.00| 28.00000 16128.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 3.00000 2640.00| 1.50000 1320.00| 1.35000 1188.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 50.00000 9000.00| 50.00000 9000.00| 45.00000 8100.00 FLAGGER | | | 0050 639001-001 LUMP | 3000.00000 3000.00| 500.00000 500.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 90.000 LF | 20.00000 1800.00| 1.00000 90.00| 5.35000 481.50 SILT FENCE | | | 0060 642031-001 2.000 EA | 1000.00000 2000.00| 2.00000 4.00| 300.00000 600.00 DITCH CHECK | | | 0065 663001-005 0.130 MI | 10000.00000 1300.00| 1200.00000 156.00| 3500.00000 455.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.130 MI | 10000.00000 1300.00| 1200.00000 156.00| 3500.00000 455.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 35.000 TN | 100.00000 3500.00| 50.00000 1750.00| 50.00000 1750.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 31.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 29.000 TN | 200.00000 5800.00| 172.00000 4988.00| 162.55000 4713.95 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0920928 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0743840 |( 8 ) 61-1584805 |( 9 ) 25-1696132 |THAXTON CONSTRUCTION COMPANY |MARKS DRILLING |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 26.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 8.000 TN | 200.00000 1600.00| 251.00000 2008.00| 162.55000 1300.40 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 7.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 113,135.00| $ 113,357.00| $ 134,006.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 113,135.00| $ 113,357.00| $ 134,006.85 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0920927 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WESTON-LIGHTBURN ROAD #3 PROJECT(S) : E321-0001/00-C05.09 03 FEMA 1838 000 00 LOCATION: 0.83 MILE N CO 8 - 0.84 MILE N CO 8 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 52,137.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 56,790.00 108.9246% 3 31-4444098 ALAN STONE CO., INC. $ 59,753.00 114.6077% 4 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 59,847.00 114.7880% 5 55-0753963 MERIDIAN COMMUNICATIONS & CONSTRUCTION, INC. $ 84,595.00 162.2552% 6 38-3667285 MCCOY CONSTRUCTION COMPANY $ 92,240.08 176.9187% 7 61-1584805 MARKS DRILLING $ 99,291.00 190.4425% 8 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 99,815.00 191.4475% 9 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 106,988.65 205.2068% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0920927 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( 3 ) 31-4444098 |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 4000.00000 4000.00| 10000.00000 10000.00| 10800.00000 10800.00 MOBILIZATION | | | 0010 207001-001 50.000 CY | 5.00000 250.00| 7.00000 350.00| 15.00000 750.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 77.000 CY | 60.00000 4620.00| 35.00000 2695.00| 60.00000 4620.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 8.000 GA | 25.00000 200.00| 4.00000 32.00| 28.00000 224.00 BITUMINOUS MATERIAL | | | 0025 607009-001 62.500 LF | 10.00000 625.00| 16.00000 1000.00| 20.00000 1250.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-003 364.000 LF | 60.00000 21840.00| 41.00000 14924.00| 45.00000 16380.00 HP10X42 STEEL PILE | | | 0035 614003-001 416.000 SF | 12.00000 4992.00| 10.00000 4160.00| 20.00000 8320.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 0.75000 660.00| 0.25000 220.00| 1.00000 880.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 40.00000 7200.00| 0.50000 90.00| 45.00000 8100.00 FLAGGER | | | 0050 639001-001 LUMP | 1000.00000 1000.00| 17000.00000 17000.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 75.000 LF | 1.00000 75.00| 2.00000 150.00| 1.00000 75.00 SILT FENCE | | | 0060 642031-001 2.000 EA | 20.00000 40.00| 75.00000 150.00| 100.00000 200.00 DITCH CHECK | | | 0065 663001-005 0.100 MI | 5000.00000 500.00| 1300.00000 130.00| 1680.00000 168.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.100 MI | 5000.00000 500.00| 1300.00000 130.00| 1680.00000 168.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 25.000 TN | 35.00000 875.00| 17.00000 425.00| 50.00000 1250.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 23.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 21.000 TN | 170.00000 3570.00| 189.00000 3969.00| 181.00000 3801.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0920927 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( 3 ) 31-4444098 |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 19.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 7.000 TN | 170.00000 1190.00| 195.00000 1365.00| 181.00000 1267.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 6.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 52,137.00| $ 56,790.00| $ 59,753.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 52,137.00| $ 56,790.00| $ 59,753.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0920927 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1421920 |( 5 ) 55-0753963 |( 6 ) 38-3667285 |OHIO-WEST VIRGINIA EXCAVATIN |MERIDIAN COMMUNICATIONS & CO |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 14975.00000 14975.00| 9000.00000 9000.00| 17500.00000 17500.00 MOBILIZATION | | | 0010 207001-001 50.000 CY | 25.00000 1250.00| 70.00000 3500.00| 20.00000 1000.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 77.000 CY | 57.50000 4427.50| 65.00000 5005.00| 75.00000 5775.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 8.000 GA | 27.50000 220.00| 3.00000 24.00| 40.00000 320.00 BITUMINOUS MATERIAL | | | 0025 607009-001 62.500 LF | 30.00000 1875.00| 30.00000 1875.00| 40.00000 2500.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-003 364.000 LF | 52.50000 19110.00| 89.00000 32396.00| 105.00000 38220.00 HP10X42 STEEL PILE | | | 0035 614003-001 416.000 SF | 12.00000 4992.00| 20.50000 8528.00| 20.00000 8320.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 2.00000 1760.00| 1.00000 880.00| 1.00000 880.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 1.00000 180.00| 35.00000 6300.00| 50.00000 9000.00 FLAGGER | | | 0050 639001-001 LUMP | 2000.00000 2000.00| 500.00000 500.00| 1550.00000 1550.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 75.000 LF | 2.50000 187.50| 3.00000 225.00| 3.00000 225.00 SILT FENCE | | | 0060 642031-001 2.000 EA | 245.00000 490.00| 80.00000 160.00| 50.00000 100.00 DITCH CHECK | | | 0065 663001-005 0.100 MI | 11000.00000 1100.00| 21000.00000 2100.00| 8000.00000 800.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.100 MI | 11000.00000 1100.00| 21000.00000 2100.00| 8000.00000 800.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 25.000 TN | 40.00000 1000.00| 29.00000 725.00| 50.00000 1250.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 23.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 21.000 TN | 185.00000 3885.00| 362.00000 7602.00| 142.86000 3000.06 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0920927 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1421920 |( 5 ) 55-0753963 |( 6 ) 38-3667285 |OHIO-WEST VIRGINIA EXCAVATIN |MERIDIAN COMMUNICATIONS & CO |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 19.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 7.000 TN | 185.00000 1295.00| 525.00000 3675.00| 142.86000 1000.02 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 6.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 59,847.00| $ 84,595.00| $ 92,240.08 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 59,847.00| $ 84,595.00| $ 92,240.08 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0920927 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 61-1584805 |( 8 ) 55-0743840 |( 9 ) 25-1696132 |MARKS DRILLING |THAXTON CONSTRUCTION COMPANY |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 15000.00000 15000.00| 2000.00000 2000.00| 5300.00000 5300.00 MOBILIZATION | | | 0010 207001-001 50.000 CY | 50.00000 2500.00| 50.00000 2500.00| 35.00000 1750.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 77.000 CY | 50.00000 3850.00| 50.00000 3850.00| 80.00000 6160.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 8.000 GA | 2.50000 20.00| 20.00000 160.00| 25.00000 200.00 BITUMINOUS MATERIAL | | | 0025 607009-001 62.500 LF | 16.00000 1000.00| 30.00000 1875.00| 30.00000 1875.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-003 364.000 LF | 150.00000 54600.00| 100.00000 36400.00| 165.00000 60060.00 HP10X42 STEEL PILE | | | 0035 614003-001 416.000 SF | 10.00000 4160.00| 20.00000 8320.00| 28.00000 11648.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 1.50000 1320.00| 2.00000 1760.00| 1.35000 1188.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 50.00000 9000.00| 50.00000 9000.00| 45.00000 8100.00 FLAGGER | | | 0050 639001-001 LUMP | 500.00000 500.00| 20000.00000 20000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 75.000 LF | 1.00000 75.00| 20.00000 1500.00| 6.55000 491.25 SILT FENCE | | | 0060 642031-001 2.000 EA | 2.00000 4.00| 1000.00000 2000.00| 300.00000 600.00 DITCH CHECK | | | 0065 663001-005 0.100 MI | 1500.00000 150.00| 10000.00000 1000.00| 4075.00000 407.50 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.100 MI | 1500.00000 150.00| 10000.00000 1000.00| 4075.00000 407.50 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 25.000 TN | 50.00000 1250.00| 100.00000 2500.00| 50.00000 1250.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 23.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 21.000 TN | 172.00000 3612.00| 200.00000 4200.00| 162.55000 3413.55 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0920927 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 61-1584805 |( 8 ) 55-0743840 |( 9 ) 25-1696132 |MARKS DRILLING |THAXTON CONSTRUCTION COMPANY |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 19.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 7.000 TN | 300.00000 2100.00| 250.00000 1750.00| 162.55000 1137.85 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 6.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 99,291.00| $ 99,815.00| $ 106,988.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 99,291.00| $ 99,815.00| $ 106,988.65 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0920933 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WESTON-LIGHTBURN ROAD PROJECT(S) : E321-0001/00-C05.09 00 FEMA 1838 000 00 LOCATION: 0.73 MILE N CO 8 - 0.74 MILE N CO 8 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 54,642.00 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 61,847.00 113.1858% 3 31-4444098 ALAN STONE CO., INC. $ 62,202.00 113.8355% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 69,136.00 126.5254% 5 55-0753963 MERIDIAN COMMUNICATIONS & CONSTRUCTION, INC. $ 82,043.50 150.1473% 6 38-3667285 MCCOY CONSTRUCTION COMPANY $ 95,330.10 174.4631% 7 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 99,860.00 182.7532% 8 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 109,304.25 200.0371% 9 61-1584805 MARKS DRILLING $ 109,614.00 200.6039% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0920933 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 34-1421920 |( 3 ) 31-4444098 |BBR DRILLING COMPANY, INC. |OHIO-WEST VIRGINIA EXCAVATIN |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 4000.00000 4000.00| 14240.00000 14240.00| 10800.00000 10800.00 MOBILIZATION | | | 0010 207001-001 60.000 CY | 5.00000 300.00| 25.00000 1500.00| 15.00000 900.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 77.000 CY | 60.00000 4620.00| 57.50000 4427.50| 60.00000 4620.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 10.000 GA | 25.00000 250.00| 27.50000 275.00| 28.00000 280.00 BITUMINOUS MATERIAL | | | 0025 607009-001 62.500 LF | 10.00000 625.00| 30.00000 1875.00| 20.00000 1250.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-003 378.000 LF | 60.00000 22680.00| 52.50000 19845.00| 45.00000 17010.00 HP10X42 STEEL PILE | | | 0035 614003-001 416.000 SF | 12.00000 4992.00| 12.00000 4992.00| 20.00000 8320.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 0.75000 660.00| 2.00000 1760.00| 1.00000 880.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 40.00000 7200.00| 1.00000 180.00| 45.00000 8100.00 FLAGGER | | | 0050 639001-001 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 75.000 LF | 1.00000 75.00| 2.50000 187.50| 1.00000 75.00 SILT FENCE | | | 0060 642031-001 2.000 EA | 20.00000 40.00| 245.00000 490.00| 100.00000 200.00 DITCH CHECK | | | 0065 663001-005 0.120 MI | 5000.00000 600.00| 10000.00000 1200.00| 1800.00000 216.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.120 MI | 5000.00000 600.00| 10000.00000 1200.00| 1800.00000 216.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 30.000 TN | 35.00000 1050.00| 40.00000 1200.00| 50.00000 1500.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 27.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 25.000 TN | 170.00000 4250.00| 185.00000 4625.00| 181.00000 4525.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0920933 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 34-1421920 |( 3 ) 31-4444098 |BBR DRILLING COMPANY, INC. |OHIO-WEST VIRGINIA EXCAVATIN |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 22.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 10.000 TN | 170.00000 1700.00| 185.00000 1850.00| 181.00000 1810.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 54,642.00| $ 61,847.00| $ 62,202.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 54,642.00| $ 61,847.00| $ 62,202.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0920933 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 55-0753963 |( 6 ) 38-3667285 |BILCO CONSTRUCTION CO., INC. |MERIDIAN COMMUNICATIONS & CO |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 10000.00000 10000.00| 8000.00000 8000.00| 17500.00000 17500.00 MOBILIZATION | | | 0010 207001-001 60.000 CY | 6.00000 360.00| 50.00000 3000.00| 20.00000 1200.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 77.000 CY | 35.00000 2695.00| 50.00000 3850.00| 75.00000 5775.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 10.000 GA | 4.00000 40.00| 26.00000 260.00| 25.00000 250.00 BITUMINOUS MATERIAL | | | 0025 607009-001 62.500 LF | 16.00000 1000.00| 29.00000 1812.50| 40.00000 2500.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-003 378.000 LF | 41.00000 15498.00| 89.00000 33642.00| 105.00000 39690.00 HP10X42 STEEL PILE | | | 0035 614003-001 416.000 SF | 10.00000 4160.00| 21.00000 8736.00| 20.00000 8320.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 0.25000 220.00| 1.50000 1320.00| 1.00000 880.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 0.50000 90.00| 37.00000 6660.00| 50.00000 9000.00 FLAGGER | | | 0050 639001-001 LUMP | 27300.00000 27300.00| 500.00000 500.00| 1550.00000 1550.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 75.000 LF | 2.00000 150.00| 2.00000 150.00| 3.00000 225.00 SILT FENCE | | | 0060 642031-001 2.000 EA | 60.00000 120.00| 80.00000 160.00| 10.00000 20.00 DITCH CHECK | | | 0065 663001-005 0.120 MI | 1325.00000 159.00| 8700.00000 1044.00| 8000.00000 960.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.120 MI | 1325.00000 159.00| 8700.00000 1044.00| 8000.00000 960.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 30.000 TN | 17.00000 510.00| 77.00000 2310.00| 50.00000 1500.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 27.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 25.000 TN | 189.00000 4725.00| 273.00000 6825.00| 142.86000 3571.50 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0920933 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 55-0753963 |( 6 ) 38-3667285 |BILCO CONSTRUCTION CO., INC. |MERIDIAN COMMUNICATIONS & CO |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 22.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 10.000 TN | 195.00000 1950.00| 273.00000 2730.00| 142.86000 1428.60 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 69,136.00| $ 82,043.50| $ 95,330.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 69,136.00| $ 82,043.50| $ 95,330.10 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0920933 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0743840 |( 8 ) 25-1696132 |( 9 ) 61-1584805 |THAXTON CONSTRUCTION COMPANY |BRAYMAN CONSTRUCTION CORPORA |MARKS DRILLING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 1000.00000 1000.00| 5400.00000 5400.00| 15000.00000 15000.00 MOBILIZATION | | | 0010 207001-001 60.000 CY | 50.00000 3000.00| 35.00000 2100.00| 50.00000 3000.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 77.000 CY | 50.00000 3850.00| 80.00000 6160.00| 50.00000 3850.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 10.000 GA | 20.00000 200.00| 25.00000 250.00| 2.50000 25.00 BITUMINOUS MATERIAL | | | 0025 607009-001 62.500 LF | 60.00000 3750.00| 30.00000 1875.00| 16.00000 1000.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-003 378.000 LF | 100.00000 37800.00| 160.00000 60480.00| 165.00000 62370.00 HP10X42 STEEL PILE | | | 0035 614003-001 416.000 SF | 20.00000 8320.00| 28.00000 11648.00| 10.00000 4160.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 2.00000 1760.00| 1.35000 1188.00| 1.50000 1320.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 50.00000 9000.00| 45.00000 8100.00| 50.00000 9000.00 FLAGGER | | | 0050 639001-001 LUMP | 14800.00000 14800.00| 3000.00000 3000.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 75.000 LF | 20.00000 1500.00| 6.00000 450.00| 1.00000 75.00 SILT FENCE | | | 0060 642031-001 2.000 EA | 1000.00000 2000.00| 300.00000 600.00| 2.00000 4.00 DITCH CHECK | | | 0065 663001-005 0.120 MI | 12000.00000 1440.00| 3600.00000 432.00| 1500.00000 180.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.120 MI | 12000.00000 1440.00| 3600.00000 432.00| 1500.00000 180.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 30.000 TN | 100.00000 3000.00| 50.00000 1500.00| 50.00000 1500.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 27.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 25.000 TN | 200.00000 5000.00| 162.55000 4063.75| 190.00000 4750.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0920933 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0743840 |( 8 ) 25-1696132 |( 9 ) 61-1584805 |THAXTON CONSTRUCTION COMPANY |BRAYMAN CONSTRUCTION CORPORA |MARKS DRILLING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 22.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 10.000 TN | 200.00000 2000.00| 162.55000 1625.50| 270.00000 2700.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 99,860.00| $ 109,304.25| $ 109,614.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 99,860.00| $ 109,304.25| $ 109,614.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 0920932 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WESTON-LIGHTBURN ROAD #2 PROJECT(S) : E321-0001/00-C05.09 02 FEMA 1838 000 00 LOCATION: 0.77 MILE N CO 8 - 0.78 MILE N CO 8 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 59,259.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 63,675.00 107.4520% 3 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 66,390.00 112.0336% 4 31-4444098 ALAN STONE CO., INC. $ 68,075.00 114.8771% 5 55-0753963 MERIDIAN COMMUNICATIONS & CONSTRUCTION, INC. $ 97,348.00 164.2755% 6 38-3667285 MCCOY CONSTRUCTION COMPANY $ 101,450.00 171.1976% 7 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 119,928.80 202.3807% 8 61-1584805 MARKS DRILLING $ 123,441.50 208.3084% 9 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 148,810.00 251.1180% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0920932 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( 3 ) 34-1421920 |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 4000.00000 4000.00| 10000.00000 10000.00| 14300.00000 14300.00 MOBILIZATION | | | 0010 207001-001 60.000 CY | 5.00000 300.00| 6.00000 360.00| 25.00000 1500.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 89.000 CY | 60.00000 5340.00| 34.00000 3026.00| 57.50000 5117.50 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 11.000 GA | 25.00000 275.00| 4.00000 44.00| 27.50000 302.50 BITUMINOUS MATERIAL | | | 0025 607009-001 75.000 LF | 10.00000 750.00| 16.00000 1200.00| 30.00000 2250.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-003 432.000 LF | 57.00000 24624.00| 41.00000 17712.00| 50.00000 21600.00 HP10X42 STEEL PILE | | | 0035 614003-001 480.000 SF | 12.00000 5760.00| 10.00000 4800.00| 12.00000 5760.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 0.75000 660.00| 0.25000 220.00| 2.00000 1760.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 40.00000 7200.00| 0.50000 90.00| 1.00000 180.00 FLAGGER | | | 0050 639001-001 LUMP | 1000.00000 1000.00| 17400.00000 17400.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 85.000 LF | 1.00000 85.00| 2.00000 170.00| 2.00000 170.00 SILT FENCE | | | 0060 642031-001 2.000 EA | 20.00000 40.00| 60.00000 120.00| 245.00000 490.00 DITCH CHECK | | | 0065 663001-005 0.120 MI | 5000.00000 600.00| 1325.00000 159.00| 9000.00000 1080.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.120 MI | 5000.00000 600.00| 1325.00000 159.00| 9000.00000 1080.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 35.000 TN | 35.00000 1225.00| 17.00000 595.00| 40.00000 1400.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 32.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 30.000 TN | 170.00000 5100.00| 189.00000 5670.00| 185.00000 5550.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0920932 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( 3 ) 34-1421920 |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 27.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 10.000 TN | 170.00000 1700.00| 195.00000 1950.00| 185.00000 1850.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 59,259.00| $ 63,675.00| $ 66,390.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 59,259.00| $ 63,675.00| $ 66,390.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0920932 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4444098 |( 5 ) 55-0753963 |( 6 ) 38-3667285 |ALAN STONE CO., INC. |MERIDIAN COMMUNICATIONS & CO |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 10800.00000 10800.00| 11000.00000 11000.00| 17500.00000 17500.00 MOBILIZATION | | | 0010 207001-001 60.000 CY | 15.00000 900.00| 50.00000 3000.00| 20.00000 1200.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 89.000 CY | 60.00000 5340.00| 60.00000 5340.00| 75.00000 6675.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 11.000 GA | 28.00000 308.00| 30.00000 330.00| 30.00000 330.00 BITUMINOUS MATERIAL | | | 0025 607009-001 75.000 LF | 20.00000 1500.00| 30.00000 2250.00| 34.00000 2550.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-003 432.000 LF | 45.00000 19440.00| 100.00000 43200.00| 100.00000 43200.00 HP10X42 STEEL PILE | | | 0035 614003-001 480.000 SF | 20.00000 9600.00| 21.00000 10080.00| 20.00000 9600.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 1.00000 880.00| 1.50000 1320.00| 1.00000 880.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 45.00000 8100.00| 35.00000 6300.00| 50.00000 9000.00 FLAGGER | | | 0050 639001-001 LUMP | 1500.00000 1500.00| 500.00000 500.00| 1550.00000 1550.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 85.000 LF | 1.00000 85.00| 2.00000 170.00| 3.00000 255.00 SILT FENCE | | | 0060 642031-001 2.000 EA | 100.00000 200.00| 60.00000 120.00| 20.00000 40.00 DITCH CHECK | | | 0065 663001-005 0.120 MI | 1800.00000 216.00| 8700.00000 1044.00| 8000.00000 960.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.120 MI | 1800.00000 216.00| 8700.00000 1044.00| 8000.00000 960.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 35.000 TN | 50.00000 1750.00| 30.00000 1050.00| 50.00000 1750.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 32.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 30.000 TN | 181.00000 5430.00| 265.00000 7950.00| 125.00000 3750.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0920932 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4444098 |( 5 ) 55-0753963 |( 6 ) 38-3667285 |ALAN STONE CO., INC. |MERIDIAN COMMUNICATIONS & CO |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 27.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 10.000 TN | 181.00000 1810.00| 265.00000 2650.00| 125.00000 1250.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 68,075.00| $ 97,348.00| $ 101,450.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 68,075.00| $ 97,348.00| $ 101,450.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0920932 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1696132 |( 8 ) 61-1584805 |( 9 ) 55-0743840 |BRAYMAN CONSTRUCTION CORPORA |MARKS DRILLING |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 5500.00000 5500.00| 15000.00000 15000.00| 1000.00000 1000.00 MOBILIZATION | | | 0010 207001-001 60.000 CY | 35.00000 2100.00| 50.00000 3000.00| 50.00000 3000.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 89.000 CY | 80.00000 7120.00| 50.00000 4450.00| 50.00000 4450.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 11.000 GA | 25.00000 275.00| 2.50000 27.50| 20.00000 220.00 BITUMINOUS MATERIAL | | | 0025 607009-001 75.000 LF | 35.00000 2625.00| 15.00000 1125.00| 60.00000 4500.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 614001-003 432.000 LF | 160.00000 69120.00| 171.00000 73872.00| 100.00000 43200.00 HP10X42 STEEL PILE | | | 0035 614003-001 480.000 SF | 25.00000 12000.00| 10.00000 4800.00| 20.00000 9600.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 880.000 UN | 1.35000 1188.00| 1.50000 1320.00| 2.00000 1760.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 180.000 HR | 45.00000 8100.00| 50.00000 9000.00| 50.00000 9000.00 FLAGGER | | | 0050 639001-001 LUMP | 1500.00000 1500.00| 500.00000 500.00| 54000.00000 54000.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 85.000 LF | 8.00000 680.00| 1.00000 85.00| 20.00000 1700.00 SILT FENCE | | | 0060 642031-001 2.000 EA | 300.00000 600.00| 2.00000 4.00| 1000.00000 2000.00 DITCH CHECK | | | 0065 663001-005 0.120 MI | 3620.00000 434.40| 1200.00000 144.00| 12000.00000 1440.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0070 663002-004 0.120 MI | 3620.00000 434.40| 1200.00000 144.00| 12000.00000 1440.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0075 307005-001 AA1 35.000 TN | 50.00000 1750.00| 50.00000 1750.00| 100.00000 3500.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0080 307005-002 AA2 32.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401002-001 BB1 30.000 TN | 162.55000 4876.50| 184.00000 5520.00| 200.00000 6000.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0920932 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1696132 |( 8 ) 61-1584805 |( 9 ) 55-0743840 |BRAYMAN CONSTRUCTION CORPORA |MARKS DRILLING |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 BB2 27.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 401003-001 CC1 10.000 TN | 162.55000 1625.50| 270.00000 2700.00| 200.00000 2000.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0100 401003-002 CC2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 119,928.80| $ 123,441.50| $ 148,810.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 119,928.80| $ 123,441.50| $ 148,810.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0924526 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : ROCK RUN ROAD PROJECT(S) : E321-0017/02-B06.08 00 FEMA 1769 000 00 LOCATION: 0.17 MILE N CO 20/6 - 0.20 MILE N CO 20/6 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 111,414.60 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 112,076.40 100.5940% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 117,222.00 105.2124% 4 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 132,245.00 118.6963% 5 61-1584805 MARKS DRILLING $ 149,717.90 134.3791% 6 55-0753963 MERIDIAN COMMUNICATIONS & CONSTRUCTION, INC. $ 153,616.00 137.8778% 7 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 217,275.60 195.0154% 8 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 247,020.00 221.7124% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0924526 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 31-4444098 |( 3 ) 62-1345425 |BBR DRILLING COMPANY, INC. |ALAN STONE CO., 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 REPAIR | | | 0005 204001-000 LUMP | 13400.00000 13400.00| 8500.00000 8500.00| 12000.00000 12000.00 MOBILIZATION | | | 0010 207001-001 150.000 CY | 5.00000 750.00| 15.00000 2250.00| 5.00000 750.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 284.000 CY | 60.00000 17040.00| 50.00000 14200.00| 36.00000 10224.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 614001-003 1066.000 LF | 47.00000 50102.00| 44.00000 46904.00| 41.00000 43706.00 HP10X42 STEEL PILE | | | 0025 614003-001 1920.000 SF | 14.00000 26880.00| 18.00000 34560.00| 10.00000 19200.00 CONCRETE LAGGING, THICKNESS 8" | | | 0030 636011-001 880.000 UN | 0.50000 440.00| 1.00000 880.00| 1.50000 1320.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 240.000 HR | 0.01000 2.40| 0.01000 2.40| 0.05000 12.00 FLAGGER | | | 0040 639001-001 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 28000.00000 28000.00 CONSTRUCTION LAYOUT STAKE | | | 0045 642012-001 180.000 LF | 1.00000 180.00| 1.00000 180.00| 2.00000 360.00 SILT FENCE | | | 0050 642031-001 1.000 EA | 20.00000 20.00| 100.00000 100.00| 50.00000 50.00 DITCH CHECK | | | 0055 307005-001 AA1 40.000 TN | 40.00000 1600.00| 50.00000 2000.00| 28.00000 1120.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 AA2 36.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 636002-001 BB1 20.000 TN | 0.01000 0.20| 50.00000 1000.00| 24.00000 480.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0070 636002-002 BB2 18.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 111,414.60| $ 112,076.40| $ 117,222.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 111,414.60| $ 112,076.40| $ 117,222.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0924526 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1421920 |( 5 ) 61-1584805 |( 6 ) 55-0753963 |OHIO-WEST VIRGINIA EXCAVATIN |MARKS DRILLING |MERIDIAN COMMUNICATIONS & CON LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 22740.00000 22740.00| 10000.00000 10000.00| 8000.00000 8000.00 MOBILIZATION | | | 0010 207001-001 150.000 CY | 27.50000 4125.00| 25.00000 3750.00| 38.00000 5700.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 284.000 CY | 67.50000 19170.00| 40.00000 11360.00| 61.00000 17324.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 614001-003 1066.000 LF | 52.50000 55965.00| 94.75000 101003.50| 80.00000 85280.00 HP10X42 STEEL PILE | | | 0025 614003-001 1920.000 SF | 12.00000 23040.00| 10.00000 19200.00| 12.50000 24000.00 CONCRETE LAGGING, THICKNESS 8" | | | 0030 636011-001 880.000 UN | 2.00000 1760.00| 1.50000 1320.00| 1.90000 1672.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 240.000 HR | 1.00000 240.00| 0.01000 2.40| 36.00000 8640.00 FLAGGER | | | 0040 639001-001 LUMP | 2000.00000 2000.00| 500.00000 500.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKE | | | 0045 642012-001 180.000 LF | 2.50000 450.00| 1.00000 180.00| 2.50000 450.00 SILT FENCE | | | 0050 642031-001 1.000 EA | 245.00000 245.00| 2.00000 2.00| 70.00000 70.00 DITCH CHECK | | | 0055 307005-001 AA1 40.000 TN | 41.50000 1660.00| 40.00000 1600.00| 34.00000 1360.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 AA2 36.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 636002-001 BB1 20.000 TN | 42.50000 850.00| 40.00000 800.00| 31.00000 620.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0070 636002-002 BB2 18.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 132,245.00| $ 149,717.90| $ 153,616.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 132,245.00| $ 149,717.90| $ 153,616.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0924526 COUNTIES : LEWIS LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1696132 |( 8 ) 55-0743840 |( ) |BRAYMAN CONSTRUCTION CORPORA |THAXTON CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 10000.00000 10000.00| 1000.00000 1000.00| MOBILIZATION | | | 0010 207001-001 150.000 CY | 35.00000 5250.00| 100.00000 15000.00| UNCLASSIFIED EXCAVATION | | | 0015 212005-000 284.000 CY | 80.00000 22720.00| 100.00000 28400.00| SELECT MATERIAL FOR BACKFILLING | | | 0020 614001-003 1066.000 LF | 108.00000 115128.00| 100.00000 106600.00| HP10X42 STEEL PILE | | | 0025 614003-001 1920.000 SF | 24.63000 47289.60| 20.00000 38400.00| CONCRETE LAGGING, THICKNESS 8" | | | 0030 636011-001 880.000 UN | 1.35000 1188.00| 1.00000 880.00| TRAFFIC CONTROL DEVICE | | | 0035 636014-001 240.000 HR | 45.00000 10800.00| 1.00000 240.00| FLAGGER | | | 0040 639001-001 LUMP | 1000.00000 1000.00| 46900.00000 46900.00| CONSTRUCTION LAYOUT STAKE | | | 0045 642012-001 180.000 LF | 5.00000 900.00| 20.00000 3600.00| SILT FENCE | | | 0050 642031-001 1.000 EA | 300.00000 300.00| 1000.00000 1000.00| DITCH CHECK | | | 0055 307005-001 AA1 40.000 TN | 45.00000 1800.00| 100.00000 4000.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 AA2 36.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 636002-001 BB1 20.000 TN | 45.00000 900.00| 50.00000 1000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0070 636002-002 BB2 18.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 217,275.60| $ 247,020.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 217,275.60| $ 247,020.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0732312 COUNTIES : MARSHALL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : ASTON RIDGE BRIDGE PROJECT(S) : S326-0056/00-000.01 00 ACBR 0056 008 D00 LOCATION: BEGIN:MP 0.00 ON CR 56 END:MP 0.12 ON CR 56 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2434994 SAVAGE HEAVY HIGHWAY CORP. $ 911,663.08 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 928,309.70 101.8260% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0732312 COUNTIES : MARSHALL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2434994 |( 2 ) 34-1421920 |( ) |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATIN | 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 | 40000.00000 40000.00| 7000.00000 7000.00| CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6000.00000 6000.00| 3200.00000 3200.00| BUILDING DEMOLITION NUMBER, BLD4-2/1 | | | 0015 202001-000 1.000 LS | 500.00000 500.00| 1100.00000 1100.00| BUILDING DEMOLITION NUMBER, BLD4-2/2 | | | 0020 202003-000 LUMP | 550.00000 550.00| 1100.00000 1100.00| SEPTIC TANK ABANDONMENT NUMBER, SEP 6/1 | | | 0025 203001-000 LUMP | 10500.00000 10500.00| 13000.00000 13000.00| DISMANTLING STRUCTURE | | | 0030 204001-000 LUMP | 42500.00000 42500.00| 30000.00000 30000.00| MOBILIZATION | | | 0035 207001-001 826.000 CY | 12.00000 9912.00| 19.00000 15694.00| UNCLASSIFIED EXCAVATION | | | 0040 207002-000 318.300 CY | 51.25000 16312.88| 60.00000 19098.00| SUBGRADE | | | 0045 207034-000 2580.400 SY | 1.10000 2838.44| 2.00000 5160.80| FABRIC FOR SEPARATION | | | 0050 211001-000 587.000 CY | 35.00000 20545.00| 15.00000 8805.00| UNCLASSIFIED BORROW EXCAVATION | | | 0055 211003-000 340.000 CY | 55.25000 18785.00| 65.00000 22100.00| SELECT BORROW EXCAVATION | | | 0060 212001-000 136.000 CY | 37.00000 5032.00| 50.00000 6800.00| STRUCTURE EXCAVATION | | | 0065 212004-000 2.000 EA | 4500.00000 9000.00| 5200.00000 10400.00| COFFERDAM | | | 0070 212005-000 81.000 CY | 115.00000 9315.00| 100.00000 8100.00| SELECT MATERIAL FOR BACKFILLING | | | 0075 218001-000 164.000 CY | 24.25000 3977.00| 65.00000 10660.00| RIPRAP | | | 0080 307001-000 296.300 CY | 61.25000 18148.38| 70.00000 20741.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0085 408002-001 488.200 GA | 2.25000 1098.45| 2.00000 976.40| BITUMINOUS MATERIAL | | | 0090 601002-001 158.270 CY | 455.00000 72012.85| 450.00000 71221.50| CLASS B CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0732312 COUNTIES : MARSHALL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2434994 |( 2 ) 34-1421920 |( ) |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 602002-001 12856.000 LB | 1.15000 14784.40| 1.65000 21212.40| EPOXY COATED REINFORCING STEEL BAR | | | 0100 603016-033 700.000 LF | 295.00000 206500.00| 335.00000 234500.00| 42X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0105 605001-001 1.000 EA | 2900.00000 2900.00| 3300.00000 3300.00| TYPE A MANHOLE | | | 0110 605009-001 4.000 EA | 1750.00000 7000.00| 2300.00000 9200.00| TYPE G INLET | | | 0115 606020-001 706.600 LF | 10.50000 7419.30| 9.00000 6359.40| AGGREGATE FILLED FABRIC UNDERDRAIN, 6" | | | 0120 606025-004 68.000 LF | 2.50000 170.00| 2.00000 136.00| 6 INCH UNDERDRAIN PIPE | | | 0125 606030-001 60.000 LF | 23.00000 1380.00| 25.00000 1500.00| OUTLET PIPE, 6" | | | 0130 607001-001 447.500 LF | 22.25000 9956.88| 22.00000 9845.00| TYPE 1 GUARDRAIL, CLASS II | | | 0135 614001-009 476.000 LF | 85.00000 40460.00| 120.00000 57120.00| HP12X84 STEEL PILE | | | 0140 614003-001 1024.000 SF | 11.00000 11264.00| 17.00000 17408.00| CONCRETE LAGGING, THICKNESS 6" | | | 0145 616005-009 550.000 LF | 150.00000 82500.00| 115.00000 63250.00| HP12X84 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0150 622003-001 20.000 EA | 135.00000 2700.00| 100.00000 2000.00| CANTILEVER MAILBOX SUPPORT | | | 0155 633003-001 5.000 CY | 62.00000 310.00| 90.00000 450.00| DUMPED ROCK GUTTER | | | 0160 636002-001 50.000 TN | 30.00000 1500.00| 45.00000 2250.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0165 636008-001 3000.000 LF | 0.35000 1050.00| 0.85000 2550.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0170 636009-001 3000.000 LF | 0.35000 1050.00| 1.25000 3750.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | 0175 636011-001 11494.000 UN | 1.15000 13218.10| 1.00000 11494.00| TRAFFIC CONTROL DEVICE | | | 0180 636012-010 3.000 EA | 135.00000 405.00| 200.00000 600.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0732312 COUNTIES : MARSHALL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2434994 |( 2 ) 34-1421920 |( ) |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 636013-001 150.000 EA | 5.50000 825.00| 3.00000 450.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0190 636014-001 100.000 HR | 65.00000 6500.00| 70.00000 7000.00| FLAGGER | | | 0195 636017-001 75.000 LF | 48.00000 3600.00| 25.00000 1875.00| TEMPORARY CONCRETE BARRIER | | | 0200 636019-001 37.500 LF | 55.00000 2062.50| 50.00000 1875.00| TEMPORARY GUARDRAIL BARRIER | | | 0205 636025-001 4700.000 DA | 1.15000 5405.00| 1.00000 4700.00| WARNING LIGHTS, TYPE B | | | 0210 636025-001 1000.000 DA | 1.15000 1150.00| 1.00000 1000.00| WARNING LIGHTS, TYPE C | | | 0215 637001-001 2.000 MG | 135.00000 270.00| 10.00000 20.00| WATER FOR DUST PALLIATIVE | | | 0220 638002-001 18.000 EA | 70.00000 1260.00| 100.00000 1800.00| RIGHT OF WAY MARKER | | | 0225 638004-001 1.000 EA | 300.00000 300.00| 350.00000 350.00| OUTLET MARKER | | | 0230 639001-001 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| CONSTRUCTION LAYOUT STAKE | | | 0235 640001-001 9.000 MO | 1800.00000 16200.00| 900.00000 8100.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0240 640003-001 LUMP | 3750.00000 3750.00| 1000.00000 1000.00| BUILDING EQUIPMENT | | | 0245 640004-001 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 0250 642001-001 613.000 LF | 0.25000 153.25| 3.00000 1839.00| TEMPORARY BERM | | | 0255 642002-001 22.000 LF | 7.00000 154.00| 13.00000 286.00| SLOPE DRAIN | | | 0260 642004-001 28.000 LB | 0.15000 4.20| 0.10000 2.80| SEED MIXTURE, TEMPORARY | | | 0265 642004-002 44.000 LB | 11.50000 506.00| 10.00000 440.00| SEED MIXTURE, B | | | 0270 642004-003 2.000 LB | 11.50000 23.00| 11.00000 22.00| SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0732312 COUNTIES : MARSHALL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2434994 |( 2 ) 34-1421920 |( ) |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 642005-001 0.500 TN | 4500.00000 2250.00| 4500.00000 2250.00| MULCH, STRAW OR HAY | | | 0280 642006-001 0.200 TN | 2650.00000 530.00| 2500.00000 500.00| FERTILIZER | | | 0285 642007-001 87.000 SY | 5.75000 500.25| 5.50000 478.50| FIBER MATTING | | | 0290 642008-001 338.000 LF | 120.00000 40560.00| 95.00000 32110.00| TEMPORARY PIPE | | | 0295 642009-001 75.000 LF | 1.35000 101.25| 5.00000 375.00| CONTOUR DITCH | | | 0300 642010-001 0.700 TN | 23.00000 16.10| 21.00000 14.70| AGRICULTURAL LIMESTONE | | | 0305 642011-001 69.000 EA | 3.00000 207.00| 6.00000 414.00| HAY OR STRAW BALE | | | 0310 642012-001 1619.000 LF | 2.35000 3804.65| 2.00000 3238.00| SILT FENCE | | | 0315 642015-001 175.000 LF | 8.75000 1531.25| 7.00000 1225.00| SUPER SILT FENCE | | | 0320 642031-001 6.000 EA | 35.00000 210.00| 35.00000 210.00| DITCH CHECK | | | 0325 642033-001 81.000 CY | 2.50000 202.50| 10.00000 810.00| SEDIMENT TRAP | | | 0330 642036-001 80.000 CY | 7.00000 560.00| 19.00000 1520.00| SEDIMENT REMOVAL | | | 0335 642040-001 3.000 EA | 85.00000 255.00| 50.00000 150.00| INLET PROTECTION | | | 0340 642050-001 2.000 EA | 135.00000 270.00| 400.00000 800.00| DEWATERING DEVICE | | | 0345 652001-001 0.700 TN | 23.00000 16.10| 21.00000 14.70| AGRICULTURAL LIMESTONE | | | 0350 652002-001 0.200 TN | 5150.00000 1030.00| 4700.00000 940.00| FERTILIZER, 10-20-10 | | | 0355 652003-001 64.000 LB | 11.50000 736.00| 11.00000 704.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0360 652003-002 1.000 LB | 57.50000 57.50| 52.00000 52.00| SEED MIXTURE, D | | | 0365 652004-001 0.900 TN | 1775.00000 1597.50| 1600.00000 1440.00| STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0732312 COUNTIES : MARSHALL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2434994 |( 2 ) 34-1421920 |( ) |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0370 655002-001 112.000 SY | 7.45000 834.40| 7.00000 784.00| PERMANENT EROSION MATTING, TYPE A | | | 0375 657006-001 66.000 LF | 115.00000 7590.00| 48.00000 3168.00| S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0380 657008-001 101.000 LF | 8.60000 868.60| 13.00000 1313.00| 2.00 LB CHANNEL POST | | | 0385 657010-001 40.000 LF | 11.50000 460.00| 16.00000 640.00| 3.00 LB CHANNEL POST | | | 0390 657017-001 1.800 CY | 1150.00000 2070.00| 2600.00000 4680.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0395 657018-001 10.000 EA | 55.00000 550.00| 52.00000 520.00| POST REMOVAL | | | 0400 661001-001 45.000 SF | 57.50000 2587.50| 95.00000 4275.00| 0.080 IN FLAT SHEET SIGN | | | 0405 663001-004 700.000 LF | 0.40000 280.00| 1.10000 770.00| EDGE LINE, TYPE II - 4 IN WHITE | | | 0410 663003-005 700.000 LF | 0.40000 280.00| 1.10000 770.00| BARRIER LINE, TYPE II | | | 0415 681001-001 LUMP | 5750.00000 5750.00| 7500.00000 7500.00| ASBESTOS ABATEMENT, NUMBER 4-2/1 | | | 0420 307005-001 AA1 148.800 TN | 35.00000 5208.00| 90.00000 13392.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0425 307005-002 AA2 142.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0430 307005-003 AA3 157.900 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0435 307005-001 BB1 198.100 TN | 35.00000 6933.50| 105.00000 20800.50| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 3 | | | 0440 307005-002 BB2 189.100 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 3 | | | 0445 307005-003 BB3 210.100 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 3 | | | 0450 401001-001 CC1 387.700 TN | 101.50000 39351.55| 100.00000 38770.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0732312 COUNTIES : MARSHALL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2434994 |( 2 ) 34-1421920 |( ) |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0455 401001-002 CC2 370.100 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0460 401001-003 CC3 411.200 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 1 | | | 0465 401002-001 DD1 105.100 TN | 155.50000 16343.05| 150.00000 15765.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0470 401002-002 DD2 100.400 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0475 401002-003 DD3 111.400 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STEEL SLAG, TYPE 1 | | | 0480 604002-016 EE1 123.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0485 604025-016 EE2 123.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0490 604076-016 EE3 123.000 LF | 128.00000 15744.00| 100.00000 12300.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0495 604037-016 EE4 123.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0500 604002-020 FF1 18.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0505 604025-020 FF2 18.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0510 604076-020 FF3 18.000 LF | 47.00000 846.00| 75.00000 1350.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0515 604037-020 FF4 18.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 014 -8 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0732312 COUNTIES : MARSHALL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2434994 |( 2 ) 34-1421920 |( ) |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0520 604002-024 GG1 199.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0525 604009-024 GG1 1.000 EA | | | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0530 604025-024 GG2 199.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0535 604028-024 GG2 1.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0540 604028-024 GG3 1.000 EA | 585.00000 585.00| 1000.00000 1000.00| 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0545 604076-024 GG3 199.000 LF | 61.25000 12188.75| 75.00000 14925.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0550 604037-024 GG4 199.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0555 604038-024 GG4 1.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | SECTION TOTALS | $ 911,663.08| $ 928,309.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 911,663.08| $ 928,309.70| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0914888 COUNTIES : MINGO LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : RED JACKET-NEWTOWN PROJECT(S) : E330-0006/00-C05.09 00 00ER 0509 003 D00 LOCATION: JCT WV 65 TO JCT CR 6/2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2956191 MOUNTAIN TOP AGGREGRATE $ 105,024.51 100.0000% 2 20-8314888 APPALACHIAN PAVING & AGGREGATE, LLC $ 147,760.00 140.6910% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 160,563.50 152.8819% 4 32-0261650 COVE RUN CONTRACTING LLC $ 163,637.00 155.8084% 5 55-0599845 WAYNE CONCRETE CO., INC. $ 170,275.50 162.1293% 6 55-0756636 JIM CONSTRUCTION, INC. $ 173,689.50 165.3800% 7 62-1345425 BILCO CONSTRUCTION CO., INC. $ 220,773.00 210.2109% 8 55-0581702 CLAUDE ERPS CONSTRUCTION, INC. $ 265,471.50 252.7710% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0914888 COUNTIES : MINGO LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2956191 |( 2 ) 20-8314888 |( 3 ) 55-0570769 |MOUNTAIN TOP AGGREGRATE |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 CORRECT FLOOD DAMAGE | | | 0005 201001-000 1.000 LS | 0.01000 0.01| 10000.00000 10000.00| 2000.00000 2000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| 5000.00000 5000.00 MOBILIZATION | | | 0015 207001-001 239.000 CY | 9.00000 2151.00| 32.00000 7648.00| 75.00000 17925.00 UNCLASSIFIED EXCAVATION | | | 0020 218003-000 18.000 CY | 195.00000 3510.00| 850.00000 15300.00| 275.00000 4950.00 GABION | | | 0025 218008-000 1002.000 TN | 33.00000 33066.00| 32.00000 32064.00| 48.00000 48096.00 SHOT ROCK | | | 0030 229001-000 4.000 MI | 5000.00000 20000.00| 7740.00000 30960.00| 7350.00000 29400.00 SHOULDER AND DITCH | | | 0035 607001-001 150.000 LF | 29.15000 4372.50| 25.50000 3825.00| 23.50000 3525.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607010-020 150.000 LF | 3.00000 450.00| 8.00000 1200.00| 5.00000 750.00 GUARDRAIL REMOVAL | | | 0045 607065-001 2.000 EA | 2000.00000 4000.00| 2200.00000 4400.00| 1950.00000 3900.00 FLARED END TERMINAL | | | 0050 636011-001 3540.000 UN | 1.00000 3540.00| 0.90000 3186.00| 0.75000 2655.00 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 480.000 HR | 46.00000 22080.00| 52.00000 24960.00| 55.00000 26400.00 FLAGGER | | | 0060 636025-001 90.000 DA | 1.00000 90.00| 0.90000 81.00| 1.25000 112.50 WARNING LIGHTS, TYPE B | | | 0065 642012-001 500.000 LF | 0.01000 5.00| 2.00000 1000.00| 2.50000 1250.00 SILT FENCE | | | 0070 307005-001 AA1 292.000 TN | 30.00000 8760.00| 33.00000 9636.00| 50.00000 14600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0075 307005-002 AA2 263.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 105,024.51| $ 147,760.00| $ 160,563.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 105,024.51| $ 147,760.00| $ 160,563.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0914888 COUNTIES : MINGO LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 32-0261650 |( 5 ) 55-0599845 |( 6 ) 55-0756636 |COVE RUN CONTRACTING LLC |WAYNE CONCRETE CO., INC. |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT FLOOD DAMAGE | | | 0005 201001-000 1.000 LS | 8000.00000 8000.00| 5000.00000 5000.00| 39300.00000 39300.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 13000.00000 13000.00| 10000.00000 10000.00| 12650.00000 12650.00 MOBILIZATION | | | 0015 207001-001 239.000 CY | 20.00000 4780.00| 45.00000 10755.00| 65.00000 15535.00 UNCLASSIFIED EXCAVATION | | | 0020 218003-000 18.000 CY | 350.00000 6300.00| 300.00000 5400.00| 320.00000 5760.00 GABION | | | 0025 218008-000 1002.000 TN | 47.00000 47094.00| 50.00000 50100.00| 41.00000 41082.00 SHOT ROCK | | | 0030 229001-000 4.000 MI | 8000.00000 32000.00| 8000.00000 32000.00| 6000.00000 24000.00 SHOULDER AND DITCH | | | 0035 607001-001 150.000 LF | 25.00000 3750.00| 50.00000 7500.00| 33.50000 5025.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607010-020 150.000 LF | 7.00000 1050.00| 10.00000 1500.00| 10.50000 1575.00 GUARDRAIL REMOVAL | | | 0045 607065-001 2.000 EA | 2200.00000 4400.00| 300.00000 600.00| 2300.00000 4600.00 FLARED END TERMINAL | | | 0050 636011-001 3540.000 UN | 1.75000 6195.00| 1.10000 3894.00| 0.90000 3186.00 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 480.000 HR | 48.00000 23040.00| 60.00000 28800.00| 0.10000 48.00 FLAGGER | | | 0060 636025-001 90.000 DA | 2.00000 180.00| 1.35000 121.50| 1.75000 157.50 WARNING LIGHTS, TYPE B | | | 0065 642012-001 500.000 LF | 2.00000 1000.00| 0.01000 5.00| 4.75000 2375.00 SILT FENCE | | | 0070 307005-001 AA1 292.000 TN | 44.00000 12848.00| 50.00000 14600.00| 63.00000 18396.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0075 307005-002 AA2 263.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 163,637.00| $ 170,275.50| $ 173,689.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 163,637.00| $ 170,275.50| $ 173,689.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0914888 COUNTIES : MINGO LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( 8 ) 55-0581702 |( ) |BILCO CONSTRUCTION CO., INC. |CLAUDE ERPS CONSTRUCTION, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT FLOOD DAMAGE | | | 0005 201001-000 1.000 LS | 64000.00000 64000.00| 4650.00000 4650.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 11000.00000 11000.00| 11550.00000 11550.00| MOBILIZATION | | | 0015 207001-001 239.000 CY | 5.00000 1195.00| 27.00000 6453.00| UNCLASSIFIED EXCAVATION | | | 0020 218003-000 18.000 CY | 255.00000 4590.00| 200.00000 3600.00| GABION | | | 0025 218008-000 1002.000 TN | 49.00000 49098.00| 75.00000 75150.00| SHOT ROCK | | | 0030 229001-000 4.000 MI | 7170.00000 28680.00| 24000.00000 96000.00| SHOULDER AND DITCH | | | 0035 607001-001 150.000 LF | 22.00000 3300.00| 53.35000 8002.50| TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607010-020 150.000 LF | 5.20000 780.00| 10.00000 1500.00| GUARDRAIL REMOVAL | | | 0045 607065-001 2.000 EA | 2010.00000 4020.00| 2750.00000 5500.00| FLARED END TERMINAL | | | 0050 636011-001 3540.000 UN | 0.85000 3009.00| 1.25000 4425.00| TRAFFIC CONTROL DEVICE | | | 0055 636014-001 480.000 HR | 56.00000 26880.00| 55.00000 26400.00| FLAGGER | | | 0060 636025-001 90.000 DA | 1.70000 153.00| 1.50000 135.00| WARNING LIGHTS, TYPE B | | | 0065 642012-001 500.000 LF | 2.00000 1000.00| 4.50000 2250.00| SILT FENCE | | | 0070 307005-001 AA1 292.000 TN | 79.00000 23068.00| 68.00000 19856.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0075 307005-002 AA2 263.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 220,773.00| $ 265,471.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 220,773.00| $ 265,471.50| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 0719212 COUNTIES : MINERAL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : KEYSER-FOUNTAIN RD PROJECT(S) : S329-0046/00-022.27 00 LOCATION: 1.51 MI E CO 14 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 191,101.80 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 224,196.00 117.3176% 3 61-1584805 MARKS DRILLING $ 268,971.60 140.7478% 4 55-0753963 MERIDIAN COMMUNICATIONS & CONSTRUCTION, INC. $ 318,448.36 166.6381% 5 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 318,970.53 166.9113% 6 52-0747947 CARL BELT INC. $ 338,956.40 177.3695% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0719212 COUNTIES : MINERAL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 05 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 CORR SLIDE (PILING) | | | 0005 201001-000 1.000 LS | 500.00000 500.00| 1500.00000 1500.00| 500.00000 500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 30000.00000 30000.00| 19450.00000 19450.00| 25000.00000 25000.00 MOBILIZATION | | | 0015 207009-000 LUMP | 500.00000 500.00| 2000.00000 2000.00| 5000.00000 5000.00 UNCLASSIFIED EXCAVATION | | | 0020 614001-006 1840.000 LF | 58.00000 106720.00| 43.00000 79120.00| 84.00000 154560.00 HP12X53 STEEL PILE | | | 0025 614003-001 1104.000 SF | 12.00000 13248.00| 16.00000 17664.00| 12.00000 13248.00 CONCRETE LAGGING, THICKNESS 6" | | | 0030 636008-001 1268.000 LF | 0.30000 380.40| 0.05000 63.40| 0.20000 253.60 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0035 636011-001 4200.000 UN | 0.50000 2100.00| 1.00000 4200.00| 1.50000 6300.00 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 640.000 HR | 0.01000 6.40| 52.00000 33280.00| 50.00000 32000.00 FLAGGER | | | 0045 636025-001 240.000 DA | 1.00000 240.00| 2.00000 480.00| 1.00000 240.00 WARNING LIGHTS, TYPE B | | | 0050 639001-001 LUMP | 1000.00000 1000.00| 34000.60000 34000.60| 500.00000 500.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642004-003 16.000 LB | 10.00000 160.00| 20.00000 320.00| 2.00000 32.00 SEED MIXTURE, D | | | 0060 642005-001 0.100 TN | 1000.00000 100.00| 1000.00000 100.00| 1000.00000 100.00 MULCH, STRAW OR HAY | | | 0065 642006-001 0.050 TN | 1000.00000 50.00| 2000.00000 100.00| 1000.00000 50.00 FERTILIZER | | | 0070 642010-001 0.260 TN | 500.00000 130.00| 400.00000 104.00| 250.00000 65.00 AGRICULTURAL LIMESTONE | | | 0075 642012-001 600.000 LF | 1.00000 600.00| 2.00000 1200.00| 0.50000 300.00 SILT FENCE | | | 0080 642031-001 6.000 EA | 20.00000 120.00| 30.00000 180.00| 2.00000 12.00 DITCH CHECK | | | 0085 642033-001 30.000 CY | 10.00000 300.00| 2.00000 60.00| 4.00000 120.00 SEDIMENT TRAP | | | 0090 652001-001 0.260 TN | 200.00000 52.00| 400.00000 104.00| 250.00000 65.00 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0719212 COUNTIES : MINERAL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 05 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 652002-001 0.050 TN | 500.00000 25.00| 2000.00000 100.00| 1000.00000 50.00 FERTILIZER, 10-20-10 | | | 0100 652002-002 0.020 TN | 500.00000 10.00| 2000.00000 40.00| 1000.00000 20.00 FERTILIZER, UREA FORMALDEHYDE | | | 0105 652003-002 16.000 LB | 10.00000 160.00| 20.00000 320.00| 2.00000 32.00 SEED MIXTURE, D | | | 0110 652004-001 0.100 TN | 500.00000 50.00| 1000.00000 100.00| 1000.00000 100.00 STRAW OR HAY MULCH | | | 0115 663001-005 0.120 MI | 5000.00000 600.00| 1300.00000 156.00| 1000.00000 120.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0120 663002-004 0.120 MI | 5000.00000 600.00| 1300.00000 156.00| 1000.00000 120.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0125 307005-001 AA1 20.000 TN | 40.00000 800.00| 29.00000 580.00| 50.00000 1000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0130 307005-002 AA2 18.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0135 307005-001 BB1 296.000 TN | 40.00000 11840.00| 24.00000 7104.00| 30.00000 8880.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0140 307005-002 BB2 266.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0145 401001-001 CC1 108.000 TN | 100.00000 10800.00| 105.00000 11340.00| 97.00000 10476.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401001-002 CC2 100.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0155 402001-001 DD1 91.000 TN | 110.00000 10010.00| 114.00000 10374.00| 108.00000 9828.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0160 402001-002 DD2 81.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 191,101.80| $ 224,196.00| $ 268,971.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 191,101.80| $ 224,196.00| $ 268,971.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0719212 COUNTIES : MINERAL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0753963 |( 5 ) 25-1696132 |( 6 ) 52-0747947 |MERIDIAN COMMUNICATIONS & CO |BRAYMAN CONSTRUCTION CORPORA |CARL BELT INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORR SLIDE (PILING) | | | 0005 201001-000 1.000 LS | 8000.00000 8000.00| 5000.00000 5000.00| 2000.00000 2000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 19000.00000 19000.00| 5500.00000 5500.00| 49800.00000 49800.00 MOBILIZATION | | | 0015 207009-000 LUMP | 15500.00000 15500.00| 6178.53000 6178.53| 9800.00000 9800.00 UNCLASSIFIED EXCAVATION | | | 0020 614001-006 1840.000 LF | 94.40000 173696.00| 105.00000 193200.00| 92.75000 170660.00 HP12X53 STEEL PILE | | | 0025 614003-001 1104.000 SF | 22.00000 24288.00| 25.00000 27600.00| 16.50000 18216.00 CONCRETE LAGGING, THICKNESS 6" | | | 0030 636008-001 1268.000 LF | 2.26000 2865.68| 0.50000 634.00| 0.25000 317.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0035 636011-001 4200.000 UN | 1.25000 5250.00| 1.00000 4200.00| 1.40000 5880.00 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 640.000 HR | 34.00000 21760.00| 45.00000 28800.00| 44.50000 28480.00 FLAGGER | | | 0045 636025-001 240.000 DA | 1.00000 240.00| 1.10000 264.00| 1.40000 336.00 WARNING LIGHTS, TYPE B | | | 0050 639001-001 LUMP | 500.00000 500.00| 2000.00000 2000.00| 14830.00000 14830.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642004-003 16.000 LB | 36.00000 576.00| 25.00000 400.00| 3.30000 52.80 SEED MIXTURE, D | | | 0060 642005-001 0.100 TN | 13000.00000 1300.00| 1000.00000 100.00| 2250.00000 225.00 MULCH, STRAW OR HAY | | | 0065 642006-001 0.050 TN | 19000.00000 950.00| 2000.00000 100.00| 880.00000 44.00 FERTILIZER | | | 0070 642010-001 0.260 TN | 184.00000 47.84| 500.00000 130.00| 110.00000 28.60 AGRICULTURAL LIMESTONE | | | 0075 642012-001 600.000 LF | 1.75000 1050.00| 5.00000 3000.00| 3.50000 2100.00 SILT FENCE | | | 0080 642031-001 6.000 EA | 45.00000 270.00| 300.00000 1800.00| 50.00000 300.00 DITCH CHECK | | | 0085 642033-001 30.000 CY | 55.00000 1650.00| 125.00000 3750.00| 39.00000 1170.00 SEDIMENT TRAP | | | 0090 652001-001 0.260 TN | 184.00000 47.84| 500.00000 130.00| 250.00000 65.00 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0719212 COUNTIES : MINERAL LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0753963 |( 5 ) 25-1696132 |( 6 ) 52-0747947 |MERIDIAN COMMUNICATIONS & CO |BRAYMAN CONSTRUCTION CORPORA |CARL BELT INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 652002-001 0.050 TN | 21000.00000 1050.00| 2000.00000 100.00| 10400.00000 520.00 FERTILIZER, 10-20-10 | | | 0100 652002-002 0.020 TN | 55000.00000 1100.00| 5000.00000 100.00| 10400.00000 208.00 FERTILIZER, UREA FORMALDEHYDE | | | 0105 652003-002 16.000 LB | 39.00000 624.00| 25.00000 400.00| 95.00000 1520.00 SEED MIXTURE, D | | | 0110 652004-001 0.100 TN | 13000.00000 1300.00| 1000.00000 100.00| 2250.00000 225.00 STRAW OR HAY MULCH | | | 0115 663001-005 0.120 MI | 11900.00000 1428.00| 4000.00000 480.00| 1375.00000 165.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0120 663002-004 0.120 MI | 11900.00000 1428.00| 4000.00000 480.00| 1375.00000 165.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0125 307005-001 AA1 20.000 TN | 30.00000 600.00| 45.00000 900.00| 127.00000 2540.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0130 307005-002 AA2 18.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0135 307005-001 BB1 296.000 TN | 34.00000 10064.00| 45.00000 13320.00| 29.50000 8732.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0140 307005-002 BB2 266.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0145 401001-001 CC1 108.000 TN | 119.00000 12852.00| 97.00000 10476.00| 97.00000 10476.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401001-002 CC2 100.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0155 402001-001 DD1 91.000 TN | 121.00000 11011.00| 108.00000 9828.00| 111.00000 10101.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0160 402001-002 DD2 81.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 318,448.36| $ 318,970.53| $ 338,956.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 318,448.36| $ 318,970.53| $ 338,956.40 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : SUNDOWNER BRIDGE PROJECT(S) : S354-0032/00-000.40 00 00BR 0032 024 D00 LOCATION: /NEAL RUN, 0.05 MI W CO 32/3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 1,462,532.55 100.0000% 2 26-2434994 SAVAGE HEAVY HIGHWAY CORP. $ 1,486,250.25 101.6217% 3 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 1,609,666.94 110.0602% 4 55-0484695 PAULS CONCRETE, INC. $ 1,691,969.76 115.6877% 5 55-0535003 KANAWHA STONE COMPANY, INC. $ 1,850,606.62 126.5344% 6 34-1199322 VELOTTA COMPANY, THE $ 1,878,347.85 128.4312% 7 62-1345425 BILCO CONSTRUCTION CO., INC. $ 2,022,894.00 138.3145% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 26-2434994 |( 3 ) 34-1421920 |KELLY PAVING, INC. |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, PAVE & DRAIN | | | 0005 201001-000 1.000 LS | 12000.00000 12000.00| 50000.00000 50000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 62000.00000 62000.00| 70000.00000 70000.00| 43000.00000 43000.00 MOBILIZATION | | | 0015 207001-001 5624.000 CY | 10.00000 56240.00| 8.00000 44992.00| 15.00000 84360.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1692.000 CY | 55.50000 93906.00| 48.00000 81216.00| 60.00000 101520.00 SUBGRADE | | | 0025 207034-000 9350.000 SY | 1.30000 12155.00| 1.00000 9350.00| 1.60000 14960.00 FABRIC FOR SEPARATION | | | 0030 211001-000 6040.000 CY | 7.75000 46810.00| 10.00000 60400.00| 16.00000 96640.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 1464.000 CY | 63.00000 92232.00| 50.50000 73932.00| 65.00000 95160.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 581.000 CY | 67.00000 38927.00| 63.00000 36603.00| 95.00000 55195.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 307001-000 183.000 CY | 92.00000 16836.00| 65.50000 11986.50| 90.00000 16470.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0050 408002-001 17.000 GA | 10.00000 170.00| 11.75000 199.75| 11.00000 187.00 BITUMINOUS MATERIAL | | | 0055 501005-006 371.000 SY | 35.00000 12985.00| 115.50000 42850.50| 60.00000 22260.00 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0060 502001-012 187.000 SY | 195.00000 36465.00| 180.00000 33660.00| 225.00000 42075.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 601002-001 0.700 CY | 1391.00000 973.70| 850.00000 595.00| 1200.00000 840.00 CLASS B CONCRETE | | | 0070 604009-012 3.000 EA | 390.00000 1170.00| 205.00000 615.00| 350.00000 1050.00 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0075 604009-016 7.000 EA | 422.00000 2954.00| 240.00000 1680.00| 400.00000 2800.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0080 604072-112 4.000 EA | 1081.00000 4324.00| 1025.00000 4100.00| 1200.00000 4800.00 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 26-2434994 |( 3 ) 34-1421920 |KELLY PAVING, INC. |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 604072-116 2.000 EA | 1608.00000 3216.00| 1325.00000 2650.00| 1600.00000 3200.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0090 605004-001 5.000 EA | 2000.00000 10000.00| 1050.00000 5250.00| 1600.00000 8000.00 TYPE B INLET | | | 0095 605009-001 3.000 EA | 2200.00000 6600.00| 1100.00000 3300.00| 1500.00000 4500.00 TYPE G INLET | | | 0100 605041-012 26.000 LF | 110.00000 2860.00| 130.00000 3380.00| 135.00000 3510.00 15 INCH SLOT INLET RISER | | | 0105 605041-016 24.000 LF | 120.00000 2880.00| 145.00000 3480.00| 150.00000 3600.00 18 INCH SLOT INLET RISER | | | 0110 606020-001 162.000 LF | 17.00000 2754.00| 9.00000 1458.00| 8.00000 1296.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0115 606025-004 9.000 LF | 16.25000 146.25| 18.50000 166.50| 20.00000 180.00 6 INCH UNDERDRAIN PIPE | | | 0120 607001-001 862.500 LF | 13.10000 11298.75| 14.50000 12506.25| 14.00000 12075.00 TYPE 1 GUARDRAIL, CLASS II | | | 0125 607006-001 4.000 EA | 1210.00000 4840.00| 1075.00000 4300.00| 1300.00000 5200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 610001-001 117.000 LF | 26.00000 3042.00| 40.25000 4709.25| 30.00000 3510.00 PLAIN CONCRETE CURBING, TYPE I | | | 0135 610001-003 77.000 LF | 26.50000 2040.50| 40.25000 3099.25| 37.02000 2850.54 PLAIN CONCRETE CURBING, TYPE III | | | 0140 622003-001 5.000 EA | 98.50000 492.50| 135.00000 675.00| 100.00000 500.00 CANTILEVER MAILBOX SUPPORT | | | 0145 633001-001 116.000 SY | 40.50000 4698.00| 117.25000 13601.00| 75.00000 8700.00 CONCRETE GUTTER | | | 0150 633003-001 21.000 CY | 80.00000 1680.00| 75.00000 1575.00| 75.00000 1575.00 DUMPED ROCK GUTTER | | | 0155 636008-001 3850.000 LF | 0.31000 1193.50| 0.30000 1155.00| 0.25000 962.50 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0160 636011-001 8870.000 UN | 1.01000 8958.70| 1.15000 10200.50| 0.85000 7539.50 TRAFFIC CONTROL DEVICE | | | 0165 636012-010 2.000 EA | 101.00000 202.00| 350.00000 700.00| 350.00000 700.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0170 636013-001 254.000 EA | 1.01000 256.54| 5.50000 1397.00| 3.50000 889.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 26-2434994 |( 3 ) 34-1421920 |KELLY PAVING, INC. |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 636014-001 500.000 HR | 0.01000 5.00| 54.00000 27000.00| 55.00000 27500.00 FLAGGER | | | 0180 636017-001 528.000 LF | 20.00000 10560.00| 28.00000 14784.00| 19.00000 10032.00 TEMPORARY CONCRETE BARRIER | | | 0185 636023-001 1.000 LS | 10100.00000 10100.00| 15000.00000 15000.00| 29000.00000 29000.00 TEMPORARY TRAFFIC SIGNAL 2 PHASE | | | 0190 636023-001 1.000 LS | 27250.00000 27250.00| 15000.00000 15000.00| 29000.00000 29000.00 TEMPORARY TRAFFIC SIGNAL 3 PHASE | | | 0195 636024-001 60.000 LF | 50.00000 3000.00| 15.00000 900.00| 65.00000 3900.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0200 636025-001 2190.000 DA | 1.00000 2190.00| 1.50000 3285.00| 1.60000 3504.00 WARNING LIGHTS, TYPE B | | | 0205 638002-001 41.000 EA | 117.00000 4797.00| 60.00000 2460.00| 80.00000 3280.00 RIGHT OF WAY MARKER | | | 0210 638004-001 1.000 EA | 71.50000 71.50| 250.00000 250.00| 350.00000 350.00 OUTLET MARKER | | | 0215 639001-001 LUMP | 20000.00000 20000.00| 5000.00000 5000.00| 12000.00000 12000.00 CONSTRUCTION LAYOUT STAKE | | | 0220 640003-001 LUMP | 1450.00000 1450.00| 4500.00000 4500.00| 1200.00000 1200.00 BUILDING EQUIPMENT | | | 0225 640006-001 10.000 MO | 1000.00000 10000.00| 1600.00000 16000.00| 900.00000 9000.00 SMALL FIELD OFFICE | | | 0230 642001-001 5420.000 LF | 1.50000 8130.00| 0.25000 1355.00| 1.50000 8130.00 TEMPORARY BERM | | | 0235 642002-001 132.000 LF | 16.00000 2112.00| 6.00000 792.00| 9.00000 1188.00 SLOPE DRAIN | | | 0240 642004-002 664.000 LB | 5.75000 3818.00| 6.75000 4482.00| 3.10000 2058.40 SEED MIXTURE, B | | | 0245 642004-003 478.000 LB | 11.95000 5712.10| 14.00000 6692.00| 7.50000 3585.00 SEED MIXTURE, D | | | 0250 642005-001 14.000 TN | 205.00000 2870.00| 235.00000 3290.00| 250.00000 3500.00 MULCH, STRAW OR HAY | | | 0255 642005-002 11.000 TN | 385.00000 4235.00| 445.00000 4895.00| 450.00000 4950.00 MULCH, WOOD CELLULOSE FIBER | | | 0260 642006-001 4.000 TN | 955.00000 3820.00| 1115.00000 4460.00| 2600.00000 10400.00 FERTILIZER | | | 0265 642009-001 6600.000 LF | 1.50000 9900.00| 0.45000 2970.00| 0.75000 4950.00 CONTOUR DITCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 26-2434994 |( 3 ) 34-1421920 |KELLY PAVING, INC. |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 642010-001 6.000 TN | 25.25000 151.50| 30.00000 180.00| 21.00000 126.00 AGRICULTURAL LIMESTONE | | | 0275 642011-001 549.000 EA | 3.00000 1647.00| 2.00000 1098.00| 6.00000 3294.00 HAY OR STRAW BALE | | | 0280 642012-001 4335.000 LF | 1.75000 7586.25| 2.35000 10187.25| 1.75000 7586.25 SILT FENCE | | | 0285 642031-001 118.000 EA | 25.00000 2950.00| 25.00000 2950.00| 30.00000 3540.00 DITCH CHECK | | | 0290 642033-001 224.000 CY | 5.00000 1120.00| 5.00000 1120.00| 10.00000 2240.00 SEDIMENT TRAP | | | 0295 642036-001 224.000 CY | 3.00000 672.00| 6.50000 1456.00| 8.00000 1792.00 SEDIMENT REMOVAL | | | 0300 642050-001 2.000 EA | 950.00000 1900.00| 175.00000 350.00| 500.00000 1000.00 DEWATERING DEVICE | | | 0305 652001-001 6.100 TN | 25.25000 154.03| 30.00000 183.00| 21.00000 128.10 AGRICULTURAL LIMESTONE | | | 0310 652002-001 2.600 TN | 1260.00000 3276.00| 1465.00000 3809.00| 2200.00000 5720.00 FERTILIZER, 10-20-10 | | | 0315 652002-002 1.900 TN | 505.00000 959.50| 585.00000 1111.50| 2300.00000 4370.00 FERTILIZER, UREA FORMALDEHYDE | | | 0320 652003-001 324.000 LB | 5.75000 1863.00| 6.75000 2187.00| 2.10000 680.40 SEED MIXTURES, B, C-1, OR C-2 | | | 0325 652003-002 234.000 LB | 11.95000 2796.30| 14.00000 3276.00| 7.50000 1755.00 SEED MIXTURE, D | | | 0330 652004-001 7.600 TN | 205.00000 1558.00| 235.00000 1786.00| 425.00000 3230.00 STRAW OR HAY MULCH | | | 0335 652004-002 7.600 TN | 385.00000 2926.00| 445.00000 3382.00| 450.00000 3420.00 WOOD CELLULOSE FIBER MULCH | | | 0340 655001-001 1019.000 SY | 1.32000 1345.08| 1.50000 1528.50| 1.50000 1528.50 MATTING | | | 0345 664001-009 1.000 EA | 1225.00000 1225.00| 550.00000 550.00| 2000.00000 2000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0350 664001-016 2.000 EA | 3850.00000 7700.00| 5225.00000 10450.00| 2500.00000 5000.00 IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0355 401001-001 AA1 442.000 TN | 106.00000 46852.00| 125.00000 55250.00| 115.00000 50830.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0360 401001-002 AA2 421.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -6 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 26-2434994 |( 3 ) 34-1421920 |KELLY PAVING, INC. |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0365 401001-001 BB1 541.000 TN | 108.00000 58428.00| 130.00000 70330.00| 125.00000 67625.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0370 401001-002 BB2 516.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0375 402001-001 CC1 1244.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0380 402001-002 CC2 1188.000 TN | 92.00000 109296.00| 110.00000 130680.00| 105.00000 124740.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0385 604076-006 DD1 30.000 LF | 34.00000 1020.00| 28.00000 840.00| 50.00000 1500.00 8 INCH ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0390 604002-006 DD2 30.000 LF | | | 8 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0395 604076-012 EE1 610.000 LF | 43.00000 26230.00| 30.00000 18300.00| 45.00000 27450.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0400 604002-012 EE2 610.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0405 604076-016 FF1 270.000 LF | 46.50000 12555.00| 32.00000 8640.00| 57.00000 15390.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0410 604002-016 FF2 270.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0415 636002-001 GG1 100.000 TN | 36.00000 3600.00| 24.00000 2400.00| 40.00000 4000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0420 636002-002 GG2 95.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 985,137.70| $ 1,060,941.75| $ 1,166,577.19 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -7 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 26-2434994 |( 3 ) 34-1421920 |KELLY PAVING, INC. |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 663001-004 3205.000 LF | 0.25000 801.25| 0.30000 961.50| 0.25000 801.25 EDGE LINE, TYPE II - 4 IN WHITE | | | 0430 663003-005 3205.000 LF | 0.25000 801.25| 0.30000 961.50| 0.25000 801.25 BARRIER LINE, TYPE II YELLOW | | | 0435 663005-010 10.000 LF | 13.55000 135.50| 30.00000 300.00| 14.00000 140.00 STOP LINE, TYPE V - 12 IN 24 INCH | | | SECTION TOTALS | $ 1,738.00| $ 2,223.00| $ 1,742.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0440 218001-000 45.000 CY | 64.00000 2880.00| 55.00000 2475.00| 65.00000 2925.00 RIPRAP | | | 0445 218007-000 108.000 SY | 2.10000 226.80| 1.65000 178.20| 6.00000 648.00 FABRIC FOR EROSION CONTROL | | | 0450 639001-001 LUMP | 1630.00000 1630.00| 500.00000 500.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0455 670004-201 205.000 LF | 58.00000 11890.00| 40.00000 8200.00| 32.00000 6560.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0460 670004-205 162.000 LF | 95.00000 15390.00| 91.00000 14742.00| 92.00000 14904.00 6 INCH DUCTILE IRON PIPE, TYPE V, CLASS | | | 50 | | | 0465 670004-261 25.000 LF | 225.00000 5625.00| 230.00000 5750.00| 270.00000 6750.00 12 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 50 | | | 0470 670007-012 10.000 LF | 23.00000 230.00| 32.00000 320.00| 38.00000 380.00 2 INCH PLASTIC PIPE, CLASS 200 | | | 0475 670007-012 166.000 LF | 26.00000 4316.00| 15.00000 2490.00| 26.00000 4316.00 2 INCH PLASTIC PIPE, CLASS 200 | | | 0480 670007-020 790.000 LF | 28.00000 22120.00| 28.00000 22120.00| 25.00000 19750.00 6 INCH PLASTIC PIPE, CLASS 200 | | | 0485 670008-040 376.000 LF | 19.00000 7144.00| 17.00000 6392.00| 18.00000 6768.00 3/4 INCH COPPER SERVICE PIPE | | | 0490 670009-200 5.000 EA | 905.00000 4525.00| 800.00000 4000.00| 1500.00000 7500.00 6 INCH GATE VALVE AND VALVE BOX MJ NRS. | | | W/RESILIENT SEATS | | | 0495 670010-260 145.000 LF | 105.00000 15225.00| 55.00000 7975.00| 90.00000 13050.00 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -8 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 26-2434994 |( 3 ) 34-1421920 |KELLY PAVING, INC. |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0500 670015-040 5.000 EA | 265.00000 1325.00| 300.00000 1500.00| 550.00000 2750.00 3/4 INCH METER | | | 0505 670017-001 5.000 EA | 530.00000 2650.00| 115.00000 575.00| 495.00000 2475.00 METER BOX | | | 0510 670019-049 1.000 EA | 690.00000 690.00| 325.00000 325.00| 1000.00000 1000.00 2 INCH SPECIAL VALVE, CURB COCK AND | | | VALVE BOX | | | 0515 670019-120 1.000 EA | 3100.00000 3100.00| 1050.00000 1050.00| 925.00000 925.00 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 0520 670020-001 1.000 EA | 810.00000 810.00| 705.00000 705.00| 1300.00000 1300.00 SPECIAL STRUCTURE, 3/4 INCH RIVER | | | CROSSING TEST STATION | | | 0525 670021-040 5.000 LF | 315.00000 1575.00| 200.00000 1000.00| 500.00000 2500.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 101,351.80| $ 80,297.20| $ 97,001.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SANITARY SEWER RELOCATION | | | 0530 675018-001 3.000 EA | 1050.00000 3150.00| 835.00000 2505.00| 500.00000 1500.00 ADJUSTING MANHOLE ,TYPE A | | | SECTION TOTALS | $ 3,150.00| $ 2,505.00| $ 1,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE # 10669 | | | 0535 203001-000 LUMP | 25000.00000 25000.00| 15000.00000 15000.00| 14000.00000 14000.00 DISMANTLING STRUCTURE | | | 0540 212001-000 54.000 CY | 98.50000 5319.00| 30.00000 1620.00| 70.00000 3780.00 STRUCTURE EXCAVATION | | | 0545 212005-000 49.000 CY | 96.50000 4728.50| 110.00000 5390.00| 105.00000 5145.00 SELECT MATERIAL FOR BACKFILLING | | | 0550 218006-000 570.000 CY | 62.50000 35625.00| 45.00000 25650.00| 68.00000 38760.00 FOUNDATION PROTECTION | | | 0555 601002-001 92.000 CY | 525.50000 48346.00| 485.00000 44620.00| 550.00000 50600.00 CLASS B CONCRETE | | | 0560 601003-001 15.000 CY | 1452.00000 21780.00| 1075.00000 16125.00| 685.00000 10275.00 CLASS K CONCRETE | | | 0565 601009-001 86.000 CY | 928.00000 79808.00| 950.00000 81700.00| 750.00000 64500.00 CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -9 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 26-2434994 |( 3 ) 34-1421920 |KELLY PAVING, INC. |SAVAGE HEAVY HIGHWAY CORP. |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0570 602002-001 43653.000 LB | 1.05000 45835.65| 1.10000 48018.30| 1.25000 54566.25 EPOXY COATED REINFORCING STEEL BAR | | | 0575 603016-218 230.000 LF | 269.50000 61985.00| 265.00000 60950.00| 300.00000 69000.00 27X48 INCH PRESTRESSED CONCRETE BOX BEA | | | 0580 616005-006 332.000 LF | 104.00000 34528.00| 105.00000 34860.00| 85.00000 28220.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0585 639001-001 LUMP | 4300.00000 4300.00| 3000.00000 3000.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0590 642050-001 2.000 EA | 949.95000 1899.90| 175.00000 350.00| 500.00000 1000.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 369,155.05| $ 337,283.30| $ 340,846.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0595 640004-001 LUMP | 2000.00000 2000.00| 3000.00000 3000.00| 2000.00000 2000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,000.00| $ 3,000.00| $ 2,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,462,532.55| $ 1,486,250.25| $ 1,609,666.94 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -10 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0535003 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |KANAWHA STONE COMPANY, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, PAVE & DRAIN | | | 0005 201001-000 1.000 LS | 25000.00000 25000.00| 92098.00000 92098.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 65000.00000 65000.00| 89000.00000 89000.00| 94000.00000 94000.00 MOBILIZATION | | | 0015 207001-001 5624.000 CY | 18.00000 101232.00| 20.89000 117485.36| 16.00000 89984.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1692.000 CY | 60.00000 101520.00| 57.73000 97679.16| 45.00000 76140.00 SUBGRADE | | | 0025 207034-000 9350.000 SY | 2.00000 18700.00| 1.56000 14586.00| 2.00000 18700.00 FABRIC FOR SEPARATION | | | 0030 211001-000 6040.000 CY | 15.00000 90600.00| 12.74000 76949.60| 12.00000 72480.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 1464.000 CY | 60.00000 87840.00| 77.61000 113621.04| 61.00000 89304.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 581.000 CY | 65.00000 37765.00| 78.52000 45620.12| 61.00000 35441.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 307001-000 183.000 CY | 65.00000 11895.00| 78.16000 14303.28| 68.00000 12444.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0050 408002-001 17.000 GA | 10.00000 170.00| 10.00000 170.00| 10.00000 170.00 BITUMINOUS MATERIAL | | | 0055 501005-006 371.000 SY | 98.58000 36573.18| 71.54000 26541.34| 75.00000 27825.00 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0060 502001-012 187.000 SY | 200.00000 37400.00| 188.73000 35292.51| 230.00000 43010.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 601002-001 0.700 CY | 3750.00000 2625.00| 2468.31000 1727.82| 1800.00000 1260.00 CLASS B CONCRETE | | | 0070 604009-012 3.000 EA | 450.00000 1350.00| 717.10000 2151.30| 325.00000 975.00 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0075 604009-016 7.000 EA | 455.00000 3185.00| 757.56000 5302.92| 400.00000 2800.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0080 604072-112 4.000 EA | 1100.00000 4400.00| 1590.71000 6362.84| 950.00000 3800.00 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -11 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0535003 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |KANAWHA STONE COMPANY, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 604072-116 2.000 EA | 1500.00000 3000.00| 2034.62000 4069.24| 1200.00000 2400.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0090 605004-001 5.000 EA | 1850.00000 9250.00| 2900.00000 14500.00| 2400.00000 12000.00 TYPE B INLET | | | 0095 605009-001 3.000 EA | 2050.00000 6150.00| 1750.00000 5250.00| 2000.00000 6000.00 TYPE G INLET | | | 0100 605041-012 26.000 LF | 225.00000 5850.00| 156.32000 4064.32| 92.00000 2392.00 15 INCH SLOT INLET RISER | | | 0105 605041-016 24.000 LF | 250.00000 6000.00| 170.19000 4084.56| 98.00000 2352.00 18 INCH SLOT INLET RISER | | | 0110 606020-001 162.000 LF | 45.00000 7290.00| 15.96000 2585.52| 16.00000 2592.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0115 606025-004 9.000 LF | 27.00000 243.00| 40.86000 367.74| 12.00000 108.00 6 INCH UNDERDRAIN PIPE | | | 0120 607001-001 862.500 LF | 13.20000 11385.00| 13.80000 11902.50| 12.28000 10591.50 TYPE 1 GUARDRAIL, CLASS II | | | 0125 607006-001 4.000 EA | 1375.00000 5500.00| 1400.50000 5602.00| 920.00000 3680.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 610001-001 117.000 LF | 34.32000 4015.44| 41.05000 4802.85| 31.00000 3627.00 PLAIN CONCRETE CURBING, TYPE I | | | 0135 610001-003 77.000 LF | 34.32000 2642.64| 41.37000 3185.49| 31.00000 2387.00 PLAIN CONCRETE CURBING, TYPE III | | | 0140 622003-001 5.000 EA | 455.00000 2275.00| 251.66000 1258.30| 150.00000 750.00 CANTILEVER MAILBOX SUPPORT | | | 0145 633001-001 116.000 SY | 100.00000 11600.00| 105.89000 12283.24| 80.00000 9280.00 CONCRETE GUTTER | | | 0150 633003-001 21.000 CY | 135.00000 2835.00| 85.54000 1796.34| 100.00000 2100.00 DUMPED ROCK GUTTER | | | 0155 636008-001 3850.000 LF | 0.25000 962.50| 0.25000 962.50| 0.22000 847.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0160 636011-001 8870.000 UN | 1.00000 8870.00| 1.00000 8870.00| 0.79000 7007.30 TRAFFIC CONTROL DEVICE | | | 0165 636012-010 2.000 EA | 500.00000 1000.00| 400.00000 800.00| 350.00000 700.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0170 636013-001 254.000 EA | 5.00000 1270.00| 4.00000 1016.00| 3.50000 889.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -12 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0535003 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |KANAWHA STONE COMPANY, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 636014-001 500.000 HR | 46.00000 23000.00| 70.00000 35000.00| 75.00000 37500.00 FLAGGER | | | 0180 636017-001 528.000 LF | 35.00000 18480.00| 39.46000 20834.88| 50.00000 26400.00 TEMPORARY CONCRETE BARRIER | | | 0185 636023-001 1.000 LS | 34000.00000 34000.00| 12000.00000 12000.00| 19000.00000 19000.00 TEMPORARY TRAFFIC SIGNAL 2 PHASE | | | 0190 636023-001 1.000 LS | 34000.00000 34000.00| 12000.00000 12000.00| 27000.00000 27000.00 TEMPORARY TRAFFIC SIGNAL 3 PHASE | | | 0195 636024-001 60.000 LF | 46.50000 2790.00| 32.59000 1955.40| 50.00000 3000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0200 636025-001 2190.000 DA | 1.25000 2737.50| 1.25000 2737.50| 1.50000 3285.00 WARNING LIGHTS, TYPE B | | | 0205 638002-001 41.000 EA | 55.00000 2255.00| 169.90000 6965.90| 200.00000 8200.00 RIGHT OF WAY MARKER | | | 0210 638004-001 1.000 EA | 30.00000 30.00| 237.62000 237.62| 500.00000 500.00 OUTLET MARKER | | | 0215 639001-001 LUMP | 5500.00000 5500.00| 40000.00000 40000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0220 640003-001 LUMP | 1500.00000 1500.00| 2000.00000 2000.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0225 640006-001 10.000 MO | 1000.00000 10000.00| 2532.96000 25329.60| 2000.00000 20000.00 SMALL FIELD OFFICE | | | 0230 642001-001 5420.000 LF | 1.00000 5420.00| 0.01000 54.20| 0.25000 1355.00 TEMPORARY BERM | | | 0235 642002-001 132.000 LF | 10.00000 1320.00| 19.98000 2637.36| 3.00000 396.00 SLOPE DRAIN | | | 0240 642004-002 664.000 LB | 1.00000 664.00| 2.07000 1374.48| 5.70000 3784.80 SEED MIXTURE, B | | | 0245 642004-003 478.000 LB | 5.00000 2390.00| 6.22000 2973.16| 11.90000 5688.20 SEED MIXTURE, D | | | 0250 642005-001 14.000 TN | 400.00000 5600.00| 362.94000 5081.16| 200.00000 2800.00 MULCH, STRAW OR HAY | | | 0255 642005-002 11.000 TN | 500.00000 5500.00| 1088.83000 11977.13| 380.00000 4180.00 MULCH, WOOD CELLULOSE FIBER | | | 0260 642006-001 4.000 TN | 300.00000 1200.00| 674.04000 2696.16| 950.00000 3800.00 FERTILIZER | | | 0265 642009-001 6600.000 LF | 0.10000 660.00| 0.01000 66.00| 0.10000 660.00 CONTOUR DITCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -13 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0535003 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |KANAWHA STONE COMPANY, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 642010-001 6.000 TN | 30.00000 180.00| 10.37000 62.22| 25.00000 150.00 AGRICULTURAL LIMESTONE | | | 0275 642011-001 549.000 EA | 5.00000 2745.00| 19.42000 10661.58| 0.01000 5.49 HAY OR STRAW BALE | | | 0280 642012-001 4335.000 LF | 3.00000 13005.00| 2.70000 11704.50| 5.00000 21675.00 SILT FENCE | | | 0285 642031-001 118.000 EA | 42.00000 4956.00| 83.00000 9794.00| 10.00000 1180.00 DITCH CHECK | | | 0290 642033-001 224.000 CY | 5.00000 1120.00| 10.00000 2240.00| 10.00000 2240.00 SEDIMENT TRAP | | | 0295 642036-001 224.000 CY | 5.00000 1120.00| 6.74000 1509.76| 10.00000 2240.00 SEDIMENT REMOVAL | | | 0300 642050-001 2.000 EA | 500.00000 1000.00| 651.19000 1302.38| 500.00000 1000.00 DEWATERING DEVICE | | | 0305 652001-001 6.100 TN | 30.00000 183.00| 10.37000 63.26| 25.00000 152.50 AGRICULTURAL LIMESTONE | | | 0310 652002-001 2.600 TN | 300.00000 780.00| 674.04000 1752.50| 1250.00000 3250.00 FERTILIZER, 10-20-10 | | | 0315 652002-002 1.900 TN | 700.00000 1330.00| 985.14000 1871.77| 500.00000 950.00 FERTILIZER, UREA FORMALDEHYDE | | | 0320 652003-001 324.000 LB | 1.00000 324.00| 2.07000 670.68| 5.70000 1846.80 SEED MIXTURES, B, C-1, OR C-2 | | | 0325 652003-002 234.000 LB | 5.00000 1170.00| 7.26000 1698.84| 11.90000 2784.60 SEED MIXTURE, D | | | 0330 652004-001 7.600 TN | 400.00000 3040.00| 362.94000 2758.34| 200.00000 1520.00 STRAW OR HAY MULCH | | | 0335 652004-002 7.600 TN | 500.00000 3800.00| 1088.83000 8275.11| 380.00000 2888.00 WOOD CELLULOSE FIBER MULCH | | | 0340 655001-001 1019.000 SY | 4.00000 4076.00| 2.07000 2109.33| 1.30000 1324.70 MATTING | | | 0345 664001-009 1.000 EA | 4450.00000 4450.00| 1166.61000 1166.61| 1500.00000 1500.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0350 664001-016 2.000 EA | 1100.00000 2200.00| 4705.83000 9411.66| 14500.00000 29000.00 IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0355 401001-001 AA1 442.000 TN | 108.00000 47736.00| 108.00000 47736.00| 108.00000 47736.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0360 401001-002 AA2 421.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -14 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0535003 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |KANAWHA STONE COMPANY, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0365 401001-001 BB1 541.000 TN | 110.00000 59510.00| 110.00000 59510.00| 110.00000 59510.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0370 401001-002 BB2 516.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0375 402001-001 CC1 1244.000 TN | 92.00000 114448.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0380 402001-002 CC2 1188.000 TN | | 92.00000 109296.00| 92.00000 109296.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0385 604076-006 DD1 30.000 LF | 75.00000 2250.00| 50.16000 1504.80| 40.00000 1200.00 8 INCH ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0390 604002-006 DD2 30.000 LF | | | 8 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0395 604076-012 EE1 610.000 LF | 75.00000 45750.00| 58.90000 35929.00| 58.00000 35380.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0400 604002-012 EE2 610.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0405 604076-016 FF1 270.000 LF | 75.00000 20250.00| 60.81000 16418.70| 72.00000 19440.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0410 604002-016 FF2 270.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0415 636002-001 GG1 100.000 TN | 36.00000 3600.00| 41.77000 4177.00| 50.00000 5000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0420 636002-002 GG2 95.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,211,463.26| $ 1,353,836.48| $ 1,199,853.89 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -15 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0535003 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |KANAWHA STONE COMPANY, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 663001-004 3205.000 LF | 0.25000 801.25| 0.26000 833.30| 0.22000 705.10 EDGE LINE, TYPE II - 4 IN WHITE | | | 0430 663003-005 3205.000 LF | 0.25000 801.25| 0.26000 833.30| 0.22000 705.10 BARRIER LINE, TYPE II YELLOW | | | 0435 663005-010 10.000 LF | 25.00000 250.00| 25.93000 259.30| 13.00000 130.00 STOP LINE, TYPE V - 12 IN 24 INCH | | | SECTION TOTALS | $ 1,852.50| $ 1,925.90| $ 1,540.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0440 218001-000 45.000 CY | 150.00000 6750.00| 75.28000 3387.60| 85.00000 3825.00 RIPRAP | | | 0445 218007-000 108.000 SY | 5.00000 540.00| 3.40000 367.20| 4.00000 432.00 FABRIC FOR EROSION CONTROL | | | 0450 639001-001 LUMP | 2500.00000 2500.00| 500.00000 500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0455 670004-201 205.000 LF | 35.00000 7175.00| 40.00000 8200.00| 42.75000 8763.75 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0460 670004-205 162.000 LF | 50.00000 8100.00| 90.00000 14580.00| 108.30000 17544.60 6 INCH DUCTILE IRON PIPE, TYPE V, CLASS | | | 50 | | | 0465 670004-261 25.000 LF | 250.00000 6250.00| 200.00000 5000.00| 118.75000 2968.75 12 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 50 | | | 0470 670007-012 10.000 LF | 16.00000 160.00| 50.00000 500.00| 16.15000 161.50 2 INCH PLASTIC PIPE, CLASS 200 | | | 0475 670007-012 166.000 LF | 30.00000 4980.00| 22.00000 3652.00| 16.15000 2680.90 2 INCH PLASTIC PIPE, CLASS 200 | | | 0480 670007-020 790.000 LF | 30.00000 23700.00| 25.00000 19750.00| 22.80000 18012.00 6 INCH PLASTIC PIPE, CLASS 200 | | | 0485 670008-040 376.000 LF | 16.00000 6016.00| 20.00000 7520.00| 22.80000 8572.80 3/4 INCH COPPER SERVICE PIPE | | | 0490 670009-200 5.000 EA | 1550.00000 7750.00| 1350.00000 6750.00| 1092.50000 5462.50 6 INCH GATE VALVE AND VALVE BOX MJ NRS. | | | W/RESILIENT SEATS | | | 0495 670010-260 145.000 LF | 50.00000 7250.00| 65.50000 9497.50| 104.50000 15152.50 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -16 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0535003 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |KANAWHA STONE COMPANY, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0500 670015-040 5.000 EA | 850.00000 4250.00| 465.00000 2325.00| 475.00000 2375.00 3/4 INCH METER | | | 0505 670017-001 5.000 EA | 700.00000 3500.00| 400.00000 2000.00| 166.25000 831.25 METER BOX | | | 0510 670019-049 1.000 EA | 1550.00000 1550.00| 725.00000 725.00| 641.25000 641.25 2 INCH SPECIAL VALVE, CURB COCK AND | | | VALVE BOX | | | 0515 670019-120 1.000 EA | 2350.00000 2350.00| 1212.00000 1212.00| 1021.25000 1021.25 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 0520 670020-001 1.000 EA | 2350.00000 2350.00| 2235.00000 2235.00| 1425.00000 1425.00 SPECIAL STRUCTURE, 3/4 INCH RIVER | | | CROSSING TEST STATION | | | 0525 670021-040 5.000 LF | 60.00000 300.00| 65.00000 325.00| 285.00000 1425.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 95,471.00| $ 88,526.30| $ 96,295.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SANITARY SEWER RELOCATION | | | 0530 675018-001 3.000 EA | 2100.00000 6300.00| 1230.00000 3690.00| 2000.00000 6000.00 ADJUSTING MANHOLE ,TYPE A | | | SECTION TOTALS | $ 6,300.00| $ 3,690.00| $ 6,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE # 10669 | | | 0535 203001-000 LUMP | 20000.00000 20000.00| 17317.63000 17317.63| 59500.00000 59500.00 DISMANTLING STRUCTURE | | | 0540 212001-000 54.000 CY | 70.00000 3780.00| 52.89000 2856.06| 400.00000 21600.00 STRUCTURE EXCAVATION | | | 0545 212005-000 49.000 CY | 200.00000 9800.00| 84.00000 4116.00| 150.00000 7350.00 SELECT MATERIAL FOR BACKFILLING | | | 0550 218006-000 570.000 CY | 60.00000 34200.00| 64.29000 36645.30| 90.00000 51300.00 FOUNDATION PROTECTION | | | 0555 601002-001 92.000 CY | 750.00000 69000.00| 580.71000 53425.32| 1500.00000 138000.00 CLASS B CONCRETE | | | 0560 601003-001 15.000 CY | 1650.00000 24750.00| 1314.90000 19723.50| 1100.00000 16500.00 CLASS K CONCRETE | | | 0565 601009-001 86.000 CY | 800.00000 68800.00| 1202.90000 103449.40| 1100.00000 94600.00 CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -17 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0484695 |( 5 ) 55-0535003 |( 6 ) 34-1199322 |PAULS CONCRETE, INC. |KANAWHA STONE COMPANY, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0570 602002-001 43653.000 LB | 1.00000 43653.00| 1.24000 54129.72| 1.07000 46708.71 EPOXY COATED REINFORCING STEEL BAR | | | 0575 603016-218 230.000 LF | 300.00000 69000.00| 311.10000 71553.00| 350.00000 80500.00 27X48 INCH PRESTRESSED CONCRETE BOX BEA | | | 0580 616005-006 332.000 LF | 75.00000 24900.00| 88.14000 29262.48| 150.00000 49800.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0585 639001-001 LUMP | 5500.00000 5500.00| 3110.95000 3110.95| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0590 642050-001 2.000 EA | 500.00000 1000.00| 1019.29000 2038.58| 400.00000 800.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 374,383.00| $ 397,627.94| $ 571,658.71 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0595 640004-001 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 3000.00000 3000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,500.00| $ 5,000.00| $ 3,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,691,969.76| $ 1,850,606.62| $ 1,878,347.85 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -18 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 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, PAVE & DRAIN | | | 0005 201001-000 1.000 LS | 67000.00000 67000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 95000.00000 95000.00| | MOBILIZATION | | | 0015 207001-001 5624.000 CY | 23.00000 129352.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1692.000 CY | 69.00000 116748.00| | SUBGRADE | | | 0025 207034-000 9350.000 SY | 1.40000 13090.00| | FABRIC FOR SEPARATION | | | 0030 211001-000 6040.000 CY | 18.00000 108720.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 1464.000 CY | 69.00000 101016.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 581.000 CY | 79.00000 45899.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0045 307001-000 183.000 CY | 88.00000 16104.00| | AGGREGATE BASE COURSE, CLASS 3 | | | 0050 408002-001 17.000 GA | 11.00000 187.00| | BITUMINOUS MATERIAL | | | 0055 501005-006 371.000 SY | 74.00000 27454.00| | 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0060 502001-012 187.000 SY | 200.00000 37400.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 601002-001 0.700 CY | 1780.00000 1246.00| | CLASS B CONCRETE | | | 0070 604009-012 3.000 EA | 290.00000 870.00| | 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0075 604009-016 7.000 EA | 320.00000 2240.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0080 604072-112 4.000 EA | 1180.00000 4720.00| | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -19 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 604072-116 2.000 EA | 1550.00000 3100.00| | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0090 605004-001 5.000 EA | 1750.00000 8750.00| | TYPE B INLET | | | 0095 605009-001 3.000 EA | 1850.00000 5550.00| | TYPE G INLET | | | 0100 605041-012 26.000 LF | 165.00000 4290.00| | 15 INCH SLOT INLET RISER | | | 0105 605041-016 24.000 LF | 180.00000 4320.00| | 18 INCH SLOT INLET RISER | | | 0110 606020-001 162.000 LF | 26.00000 4212.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0115 606025-004 9.000 LF | 455.00000 4095.00| | 6 INCH UNDERDRAIN PIPE | | | 0120 607001-001 862.500 LF | 15.00000 12937.50| | TYPE 1 GUARDRAIL, CLASS II | | | 0125 607006-001 4.000 EA | 1010.00000 4040.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 610001-001 117.000 LF | 39.00000 4563.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0135 610001-003 77.000 LF | 39.00000 3003.00| | PLAIN CONCRETE CURBING, TYPE III | | | 0140 622003-001 5.000 EA | 115.00000 575.00| | CANTILEVER MAILBOX SUPPORT | | | 0145 633001-001 116.000 SY | 105.00000 12180.00| | CONCRETE GUTTER | | | 0150 633003-001 21.000 CY | 92.00000 1932.00| | DUMPED ROCK GUTTER | | | 0155 636008-001 3850.000 LF | 0.25000 962.50| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0160 636011-001 8870.000 UN | 0.85000 7539.50| | TRAFFIC CONTROL DEVICE | | | 0165 636012-010 2.000 EA | 385.00000 770.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0170 636013-001 254.000 EA | 3.90000 990.60| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -20 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 636014-001 500.000 HR | 58.00000 29000.00| | FLAGGER | | | 0180 636017-001 528.000 LF | 26.00000 13728.00| | TEMPORARY CONCRETE BARRIER | | | 0185 636023-001 1.000 LS | 19500.00000 19500.00| | TEMPORARY TRAFFIC SIGNAL 2 PHASE | | | 0190 636023-001 1.000 LS | 19500.00000 19500.00| | TEMPORARY TRAFFIC SIGNAL 3 PHASE | | | 0195 636024-001 60.000 LF | 110.00000 6600.00| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0200 636025-001 2190.000 DA | 1.70000 3723.00| | WARNING LIGHTS, TYPE B | | | 0205 638002-001 41.000 EA | 30.00000 1230.00| | RIGHT OF WAY MARKER | | | 0210 638004-001 1.000 EA | 185.00000 185.00| | OUTLET MARKER | | | 0215 639001-001 LUMP | 50000.00000 50000.00| | CONSTRUCTION LAYOUT STAKE | | | 0220 640003-001 LUMP | 1220.00000 1220.00| | BUILDING EQUIPMENT | | | 0225 640006-001 10.000 MO | 1800.00000 18000.00| | SMALL FIELD OFFICE | | | 0230 642001-001 5420.000 LF | 1.70000 9214.00| | TEMPORARY BERM | | | 0235 642002-001 132.000 LF | 35.00000 4620.00| | SLOPE DRAIN | | | 0240 642004-002 664.000 LB | 6.30000 4183.20| | SEED MIXTURE, B | | | 0245 642004-003 478.000 LB | 13.00000 6214.00| | SEED MIXTURE, D | | | 0250 642005-001 14.000 TN | 220.00000 3080.00| | MULCH, STRAW OR HAY | | | 0255 642005-002 11.000 TN | 420.00000 4620.00| | MULCH, WOOD CELLULOSE FIBER | | | 0260 642006-001 4.000 TN | 1050.00000 4200.00| | FERTILIZER | | | 0265 642009-001 6600.000 LF | 1.70000 11220.00| | CONTOUR DITCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -21 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 642010-001 6.000 TN | 28.00000 168.00| | AGRICULTURAL LIMESTONE | | | 0275 642011-001 549.000 EA | 5.00000 2745.00| | HAY OR STRAW BALE | | | 0280 642012-001 4335.000 LF | 2.00000 8670.00| | SILT FENCE | | | 0285 642031-001 118.000 EA | 75.00000 8850.00| | DITCH CHECK | | | 0290 642033-001 224.000 CY | 10.00000 2240.00| | SEDIMENT TRAP | | | 0295 642036-001 224.000 CY | 10.00000 2240.00| | SEDIMENT REMOVAL | | | 0300 642050-001 2.000 EA | 755.00000 1510.00| | DEWATERING DEVICE | | | 0305 652001-001 6.100 TN | 28.00000 170.80| | AGRICULTURAL LIMESTONE | | | 0310 652002-001 2.600 TN | 1380.00000 3588.00| | FERTILIZER, 10-20-10 | | | 0315 652002-002 1.900 TN | 550.00000 1045.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0320 652003-001 324.000 LB | 6.30000 2041.20| | SEED MIXTURES, B, C-1, OR C-2 | | | 0325 652003-002 234.000 LB | 13.00000 3042.00| | SEED MIXTURE, D | | | 0330 652004-001 7.600 TN | 220.00000 1672.00| | STRAW OR HAY MULCH | | | 0335 652004-002 7.600 TN | 420.00000 3192.00| | WOOD CELLULOSE FIBER MULCH | | | 0340 655001-001 1019.000 SY | 1.40000 1426.60| | MATTING | | | 0345 664001-009 1.000 EA | 1320.00000 1320.00| | REMOVE AND RESET ATTENUATOR DEVICE | | | 0350 664001-016 2.000 EA | 4180.00000 8360.00| | IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0355 401001-001 AA1 442.000 TN | 120.00000 53040.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0360 401001-002 AA2 421.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -22 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0365 401001-001 BB1 541.000 TN | 120.00000 64920.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0370 401001-002 BB2 516.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0375 402001-001 CC1 1244.000 TN | 100.00000 124400.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0380 402001-002 CC2 1188.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0385 604076-006 DD1 30.000 LF | 99.00000 2970.00| | 8 INCH ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0390 604002-006 DD2 30.000 LF | | | 8 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0395 604076-012 EE1 610.000 LF | 92.00000 56120.00| | 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0400 604002-012 EE2 610.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0405 604076-016 FF1 270.000 LF | 96.00000 25920.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0410 604002-016 FF2 270.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0415 636002-001 GG1 100.000 TN | 39.00000 3900.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0420 636002-002 GG2 95.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,444,443.90| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -23 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 663001-004 3205.000 LF | 0.25000 801.25| | EDGE LINE, TYPE II - 4 IN WHITE | | | 0430 663003-005 3205.000 LF | 0.25000 801.25| | BARRIER LINE, TYPE II YELLOW | | | 0435 663005-010 10.000 LF | 14.00000 140.00| | STOP LINE, TYPE V - 12 IN 24 INCH | | | SECTION TOTALS | $ 1,742.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0440 218001-000 45.000 CY | 42.00000 1890.00| | RIPRAP | | | 0445 218007-000 108.000 SY | 2.20000 237.60| | FABRIC FOR EROSION CONTROL | | | 0450 639001-001 LUMP | 50000.00000 50000.00| | CONSTRUCTION LAYOUT STAKE | | | 0455 670004-201 205.000 LF | 50.00000 10250.00| | 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0460 670004-205 162.000 LF | 125.00000 20250.00| | 6 INCH DUCTILE IRON PIPE, TYPE V, CLASS | | | 50 | | | 0465 670004-261 25.000 LF | 140.00000 3500.00| | 12 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 50 | | | 0470 670007-012 10.000 LF | 19.00000 190.00| | 2 INCH PLASTIC PIPE, CLASS 200 | | | 0475 670007-012 166.000 LF | 19.00000 3154.00| | 2 INCH PLASTIC PIPE, CLASS 200 | | | 0480 670007-020 790.000 LF | 26.00000 20540.00| | 6 INCH PLASTIC PIPE, CLASS 200 | | | 0485 670008-040 376.000 LF | 26.00000 9776.00| | 3/4 INCH COPPER SERVICE PIPE | | | 0490 670009-200 5.000 EA | 1270.00000 6350.00| | 6 INCH GATE VALVE AND VALVE BOX MJ NRS. | | | W/RESILIENT SEATS | | | 0495 670010-260 145.000 LF | 120.00000 17400.00| | 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -24 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0500 670015-040 5.000 EA | 550.00000 2750.00| | 3/4 INCH METER | | | 0505 670017-001 5.000 EA | 195.00000 975.00| | METER BOX | | | 0510 670019-049 1.000 EA | 745.00000 745.00| | 2 INCH SPECIAL VALVE, CURB COCK AND | | | VALVE BOX | | | 0515 670019-120 1.000 EA | 1180.00000 1180.00| | 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 0520 670020-001 1.000 EA | 1650.00000 1650.00| | SPECIAL STRUCTURE, 3/4 INCH RIVER | | | CROSSING TEST STATION | | | 0525 670021-040 5.000 LF | 330.00000 1650.00| | 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 152,487.60| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SANITARY SEWER RELOCATION | | | 0530 675018-001 3.000 EA | 2200.00000 6600.00| | ADJUSTING MANHOLE ,TYPE A | | | SECTION TOTALS | $ 6,600.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE # 10669 | | | 0535 203001-000 LUMP | 25000.00000 25000.00| | DISMANTLING STRUCTURE | | | 0540 212001-000 54.000 CY | 20.00000 1080.00| | STRUCTURE EXCAVATION | | | 0545 212005-000 49.000 CY | 120.00000 5880.00| | SELECT MATERIAL FOR BACKFILLING | | | 0550 218006-000 570.000 CY | 65.00000 37050.00| | FOUNDATION PROTECTION | | | 0555 601002-001 92.000 CY | 825.00000 75900.00| | CLASS B CONCRETE | | | 0560 601003-001 15.000 CY | 840.00000 12600.00| | CLASS K CONCRETE | | | 0565 601009-001 86.000 CY | 990.00000 85140.00| | CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 018 -25 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0112344 COUNTIES : WOOD LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 03 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0570 602002-001 43653.000 LB | 1.50000 65479.50| | EPOXY COATED REINFORCING STEEL BAR | | | 0575 603016-218 230.000 LF | 230.00000 52900.00| | 27X48 INCH PRESTRESSED CONCRETE BOX BEA | | | 0580 616005-006 332.000 LF | 85.00000 28220.00| | HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0585 639001-001 LUMP | 25000.50000 25000.50| | CONSTRUCTION LAYOUT STAKE | | | 0590 642050-001 2.000 EA | 465.00000 930.00| | DEWATERING DEVICE | | | SECTION TOTALS | $ 415,180.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0595 640004-001 LUMP | 2440.00000 2440.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,440.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,022,894.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 0935786 COUNTIES : FAYETTE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : TURNPIKE I-77 BARRIERS PROJECT(S) : U310-0077/00-060.00 00 0ERP 0772 083 D00 LOCATION: TPK MP 60.0 - MP 66.0 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0602314 WISEMAN CONSTRUCTION COMPANY, INC. $ 753,315.90 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 964,016.20 127.9697% 3 34-1199322 VELOTTA COMPANY, THE $ 977,640.00 129.7782% 4 55-0535003 KANAWHA STONE COMPANY, INC. $ 1,084,584.03 143.9747% 5 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 1,133,720.85 150.4974% 6 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,157,088.00 153.5993% 7 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,184,572.50 157.2478% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0935786 COUNTIES : FAYETTE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0602314 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |WISEMAN CONSTRUCTION COMPANY |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 MEDIAN BARRIER GATES | | | 0005 201001-000 1.000 LS | 2000.00000 2000.00| 82000.00000 82000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 60000.00000 60000.00| 69000.00000 69000.00| 43000.00000 43000.00 MOBILIZATION | | | 0015 207001-001 1614.000 CY | 14.00000 22596.00| 46.00000 74244.00| 38.00000 61332.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 392.000 CY | 16.00000 6272.00| 77.00000 30184.00| 73.00000 28616.00 SUBGRADE | | | 0025 207034-000 2345.000 SY | 2.50000 5862.50| 2.60000 6097.00| 3.00000 7035.00 FABRIC FOR SEPARATION | | | 0030 207045-001 124.000 SY | 225.00000 27900.00| 170.00000 21080.00| 500.00000 62000.00 CONCRETE MEDIAN REMOVAL | | | 0035 311006-001 261.000 CY | 226.00000 58986.00| 170.00000 44370.00| 160.00000 41760.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0040 410001-003 800.000 LF | 10.00000 8000.00| 4.00000 3200.00| 5.00000 4000.00 MILLED RUMBLE STRIP | | | 0045 501005-010 2345.000 SY | 92.00000 215740.00| 110.00000 257950.00| 73.00000 171185.00 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0050 601003-001 32.000 CY | 1120.00000 35840.00| 1700.00000 54400.00| 1500.00000 48000.00 CLASS K CONCRETE | | | 0055 607001-001 201.000 LF | 20.00000 4020.00| 19.00000 3819.00| 26.00000 5226.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0060 607025-001 2.000 EA | 400.00000 800.00| 390.00000 780.00| 800.00000 1600.00 CUT SLOPE TERMINAL, TYPE B | | | 0065 607065-001 4.000 EA | 2000.00000 8000.00| 2000.00000 8000.00| 2000.00000 8000.00 FLARED END TERMINAL | | | 0070 610021-001 95.000 LF | 125.00000 11875.00| 190.00000 18050.00| 500.00000 47500.00 SINGLE FACED BARRIER | | | 0075 633001-001 24.000 SY | 200.00000 4800.00| 500.00000 12000.00| 250.00000 6000.00 CONCRETE GUTTER | | | 0080 636008-002 50000.000 LF | 0.26000 13000.00| 0.15000 7500.00| 0.24000 12000.00 TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE | | | 0085 636011-001 81880.000 UN | 0.02000 1637.60| 0.60000 49128.00| 0.75000 61410.00 TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0935786 COUNTIES : FAYETTE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0602314 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |WISEMAN CONSTRUCTION COMPANY |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636014-001 600.000 HR | 50.00000 30000.00| 54.00000 32400.00| 75.00000 45000.00 FLAGGER | | | 0095 636014-002 600.000 HR | 50.00000 30000.00| 48.00000 28800.00| 60.00000 36000.00 TRAFFIC DIRECTOR | | | 0100 636017-001 800.000 LF | 40.00000 32000.00| 38.00000 30400.00| 35.00000 28000.00 TEMPORARY CONCRETE BARRIER | | | 0105 636018-001 5600.000 LF | 6.00000 33600.00| 7.10000 39760.00| 8.50000 47600.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0110 636021-001 120.000 DA | 5.00000 600.00| 50.00000 6000.00| 16.00000 1920.00 ELECTRIC ARROW | | | 0115 636022-001 360.000 DA | 45.00000 16200.00| 50.00000 18000.00| 65.00000 23400.00 CHANGEABLE MESSAGE SIGN | | | 0120 636025-001 1800.000 DA | 2.00000 3600.00| 1.60000 2880.00| 1.50000 2700.00 WARNING LIGHTS, TYPE B | | | 0125 636028-001 20.000 DA | 150.00000 3000.00| 110.00000 2200.00| 100.00000 2000.00 SHADOW VEHICLE | | | 0130 636030-001 120.000 DA | 40.00000 4800.00| 50.00000 6000.00| 35.00000 4200.00 SPEED MONITORING TRAILER | | | 0135 639001-001 LUMP | 2000.00000 2000.00| 5300.00000 5300.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0140 642004-001 28.000 LB | 10.00000 280.00| 5.30000 148.40| 35.00000 980.00 SEED MIXTURE, TEMPORARY | | | 0145 642004-003 39.000 LB | 10.00000 390.00| 13.00000 507.00| 40.00000 1560.00 SEED MIXTURE, D | | | 0150 642005-001 0.800 TN | 10.00000 8.00| 640.00000 512.00| 2000.00000 1600.00 MULCH, STRAW OR HAY | | | 0155 642006-001 0.200 TN | 10.00000 2.00| 1100.00000 220.00| 2000.00000 400.00 FERTILIZER | | | 0160 642007-001 420.000 SY | 5.00000 2100.00| 4.20000 1764.00| 1.50000 630.00 FIBER MATTING | | | 0165 642010-001 0.400 TN | 10.00000 4.00| 530.00000 212.00| 100.00000 40.00 AGRICULTURAL LIMESTONE | | | 0170 642012-001 2200.000 LF | 2.50000 5500.00| 4.00000 8800.00| 3.00000 6600.00 SILT FENCE | | | 0175 642031-001 16.000 EA | 100.00000 1600.00| 170.00000 2720.00| 50.00000 800.00 DITCH CHECK | | | 0180 652001-001 0.280 TN | 10.00000 2.80| 530.00000 148.40| 100.00000 28.00 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0935786 COUNTIES : FAYETTE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0602314 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |WISEMAN CONSTRUCTION COMPANY |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652002-001 0.240 TN | 10.00000 2.40| 1100.00000 264.00| 2000.00000 480.00 FERTILIZER, 10-20-10 | | | 0190 652003-002 33.000 LB | 10.00000 330.00| 13.00000 429.00| 50.00000 1650.00 SEED MIXTURE, D | | | 0195 652004-001 0.560 TN | 10.00000 5.60| 640.00000 358.40| 2500.00000 1400.00 STRAW OR HAY MULCH | | | 0200 663001-004 3700.000 LF | 0.26000 962.00| 0.25000 925.00| 0.24000 888.00 EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0205 663007-010 1500.000 LF | 10.00000 15000.00| 9.50000 14250.00| 9.00000 13500.00 STRIPE, TYPE V - 12 IN ,WHITE (12") | | | 0210 664001-009 2.000 EA | 1500.00000 3000.00| 1.00000 2.00| 1500.00000 3000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0215 664011-001 14.000 EA | 4500.00000 63000.00| 1.00000 14.00| 4400.00000 61600.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0220 695010-001 LUMP | 4500.00000 4500.00| 4800.00000 4800.00| 17000.00000 17000.00 BARRIER GATE INSTALLATION ,01 | | | 0225 695010-001 LUMP | 4500.00000 4500.00| 4800.00000 4800.00| 17000.00000 17000.00 BARRIER GATE INSTALLATION ,02 | | | 0230 695010-001 LUMP | 4500.00000 4500.00| 4800.00000 4800.00| 17000.00000 17000.00 BARRIER GATE INSTALLATION ,03 | | | 0235 695010-001 LUMP | 4500.00000 4500.00| 4800.00000 4800.00| 17000.00000 17000.00 BARRIER GATE INSTALLATION ,04 | | | SECTION TOTALS | $ 753,315.90| $ 964,016.20| $ 977,640.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 753,315.90| $ 964,016.20| $ 977,640.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0935786 COUNTIES : FAYETTE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 25-1696132 |( 6 ) 62-1345425 |KANAWHA STONE COMPANY, INC. |BRAYMAN CONSTRUCTION CORPORA |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 MEDIAN BARRIER GATES | | | 0005 201001-000 1.000 LS | 12000.00000 12000.00| 10000.00000 10000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 54000.00000 54000.00| 50000.00000 50000.00| 25000.00000 25000.00 MOBILIZATION | | | 0015 207001-001 1614.000 CY | 46.71000 75389.94| 35.00000 56490.00| 20.00000 32280.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 392.000 CY | 122.92000 48184.64| 65.00000 25480.00| 55.00000 21560.00 SUBGRADE | | | 0025 207034-000 2345.000 SY | 1.72000 4033.40| 5.00000 11725.00| 1.70000 3986.50 FABRIC FOR SEPARATION | | | 0030 207045-001 124.000 SY | 323.04000 40056.96| 750.00000 93000.00| 210.00000 26040.00 CONCRETE MEDIAN REMOVAL | | | 0035 311006-001 261.000 CY | 171.23000 44691.03| 160.00000 41760.00| 175.00000 45675.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0040 410001-003 800.000 LF | 21.32000 17056.00| 5.00000 4000.00| 3.00000 2400.00 MILLED RUMBLE STRIP | | | 0045 501005-010 2345.000 SY | 111.73000 262006.85| 70.00000 164150.00| 200.00000 469000.00 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0050 601003-001 32.000 CY | 1693.10000 54179.20| 2000.00000 64000.00| 1830.00000 58560.00 CLASS K CONCRETE | | | 0055 607001-001 201.000 LF | 19.53000 3925.53| 18.25000 3668.25| 20.00000 4020.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0060 607025-001 2.000 EA | 395.98000 791.96| 370.00000 740.00| 405.00000 810.00 CUT SLOPE TERMINAL, TYPE B | | | 0065 607065-001 4.000 EA | 2030.72000 8122.88| 1897.50000 7590.00| 2090.00000 8360.00 FLARED END TERMINAL | | | 0070 610021-001 95.000 LF | 218.41000 20748.95| 150.00000 14250.00| 200.00000 19000.00 SINGLE FACED BARRIER | | | 0075 633001-001 24.000 SY | 189.93000 4558.32| 150.00000 3600.00| 250.00000 6000.00 CONCRETE GUTTER | | | 0080 636008-002 50000.000 LF | 0.26000 13000.00| 0.25000 12500.00| 0.25000 12500.00 TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE | | | 0085 636011-001 81880.000 UN | 0.80000 65504.00| 0.82000 67141.60| 0.78000 63866.40 TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0935786 COUNTIES : FAYETTE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 25-1696132 |( 6 ) 62-1345425 |KANAWHA STONE COMPANY, INC. |BRAYMAN CONSTRUCTION CORPORA |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636014-001 600.000 HR | 79.49000 47694.00| 45.00000 27000.00| 50.00000 30000.00 FLAGGER | | | 0095 636014-002 600.000 HR | 69.56000 41736.00| 68.00000 40800.00| 50.00000 30000.00 TRAFFIC DIRECTOR | | | 0100 636017-001 800.000 LF | 20.27000 16216.00| 100.00000 80000.00| 40.00000 32000.00 TEMPORARY CONCRETE BARRIER | | | 0105 636018-001 5600.000 LF | 20.27000 113512.00| 10.00000 56000.00| 20.00000 112000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0110 636021-001 120.000 DA | 12.84000 1540.80| 17.00000 2040.00| 25.00000 3000.00 ELECTRIC ARROW | | | 0115 636022-001 360.000 DA | 42.81000 15411.60| 68.00000 24480.00| 65.00000 23400.00 CHANGEABLE MESSAGE SIGN | | | 0120 636025-001 1800.000 DA | 1.61000 2898.00| 1.60000 2880.00| 1.70000 3060.00 WARNING LIGHTS, TYPE B | | | 0125 636028-001 20.000 DA | 107.02000 2140.40| 100.00000 2000.00| 110.00000 2200.00 SHADOW VEHICLE | | | 0130 636030-001 120.000 DA | 32.11000 3853.20| 37.00000 4440.00| 50.00000 6000.00 SPEED MONITORING TRAILER | | | 0135 639001-001 LUMP | 9000.00000 9000.00| 3000.00000 3000.00| 8000.20000 8000.20 CONSTRUCTION LAYOUT STAKE | | | 0140 642004-001 28.000 LB | 2.65000 74.20| 10.00000 280.00| 5.50000 154.00 SEED MIXTURE, TEMPORARY | | | 0145 642004-003 39.000 LB | 2.65000 103.35| 15.00000 585.00| 7.70000 300.30 SEED MIXTURE, D | | | 0150 642005-001 0.800 TN | 265.00000 212.00| 500.00000 400.00| 2750.00000 2200.00 MULCH, STRAW OR HAY | | | 0155 642006-001 0.200 TN | 689.00000 137.80| 2000.00000 400.00| 11400.00000 2280.00 FERTILIZER | | | 0160 642007-001 420.000 SY | 1.06000 445.20| 4.00000 1680.00| 2.20000 924.00 FIBER MATTING | | | 0165 642010-001 0.400 TN | 212.00000 84.80| 100.00000 40.00| 110.00000 44.00 AGRICULTURAL LIMESTONE | | | 0170 642012-001 2200.000 LF | 4.60000 10120.00| 6.00000 13200.00| 3.00000 6600.00 SILT FENCE | | | 0175 642031-001 16.000 EA | 100.00000 1600.00| 350.00000 5600.00| 135.00000 2160.00 DITCH CHECK | | | 0180 652001-001 0.280 TN | 212.00000 59.36| 100.00000 28.00| 110.00000 30.80 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0935786 COUNTIES : FAYETTE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 25-1696132 |( 6 ) 62-1345425 |KANAWHA STONE COMPANY, INC. |BRAYMAN CONSTRUCTION CORPORA |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652002-001 0.240 TN | 689.00000 165.36| 2000.00000 480.00| 5620.00000 1348.80 FERTILIZER, 10-20-10 | | | 0190 652003-002 33.000 LB | 5.30000 174.90| 25.00000 825.00| 33.00000 1089.00 SEED MIXTURE, D | | | 0195 652004-001 0.560 TN | 265.00000 148.40| 500.00000 280.00| 4400.00000 2464.00 STRAW OR HAY MULCH | | | 0200 663001-004 3700.000 LF | 0.26000 962.00| 0.24000 888.00| 0.25000 925.00 EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0205 663007-010 1500.000 LF | 9.63000 14445.00| 9.00000 13500.00| 9.90000 14850.00 STRIPE, TYPE V - 12 IN ,WHITE (12") | | | 0210 664001-009 2.000 EA | 2100.00000 4200.00| 10000.00000 20000.00| 3000.00000 6000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0215 664011-001 14.000 EA | 2100.00000 29400.00| 200.00000 2800.00| 3000.00000 42000.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0220 695010-001 LUMP | 10000.00000 10000.00| 50000.00000 50000.00| 5000.00000 5000.00 BARRIER GATE INSTALLATION ,01 | | | 0225 695010-001 LUMP | 10000.00000 10000.00| 50000.00000 50000.00| 5000.00000 5000.00 BARRIER GATE INSTALLATION ,02 | | | 0230 695010-001 LUMP | 10000.00000 10000.00| 50000.00000 50000.00| 5000.00000 5000.00 BARRIER GATE INSTALLATION ,03 | | | 0235 695010-001 LUMP | 10000.00000 10000.00| 50000.00000 50000.00| 5000.00000 5000.00 BARRIER GATE INSTALLATION ,04 | | | SECTION TOTALS | $ 1,084,584.03| $ 1,133,720.85| $ 1,157,088.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,084,584.03| $ 1,133,720.85| $ 1,157,088.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 020 -8 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0935786 COUNTIES : FAYETTE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0710073 |( ) |( ) |TEAYS RIVER CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 MEDIAN BARRIER GATES | | | 0005 201001-000 1.000 LS | 145000.00000 145000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 50000.00000 50000.00| | MOBILIZATION | | | 0015 207001-001 1614.000 CY | 28.00000 45192.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 392.000 CY | 100.00000 39200.00| | SUBGRADE | | | 0025 207034-000 2345.000 SY | 2.50000 5862.50| | FABRIC FOR SEPARATION | | | 0030 207045-001 124.000 SY | 110.00000 13640.00| | CONCRETE MEDIAN REMOVAL | | | 0035 311006-001 261.000 CY | 180.00000 46980.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0040 410001-003 800.000 LF | 10.00000 8000.00| | MILLED RUMBLE STRIP | | | 0045 501005-010 2345.000 SY | 110.00000 257950.00| | 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0050 601003-001 32.000 CY | 1400.00000 44800.00| | CLASS K CONCRETE | | | 0055 607001-001 201.000 LF | 25.00000 5025.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0060 607025-001 2.000 EA | 500.00000 1000.00| | CUT SLOPE TERMINAL, TYPE B | | | 0065 607065-001 4.000 EA | 2500.00000 10000.00| | FLARED END TERMINAL | | | 0070 610021-001 95.000 LF | 225.00000 21375.00| | SINGLE FACED BARRIER | | | 0075 633001-001 24.000 SY | 200.00000 4800.00| | CONCRETE GUTTER | | | 0080 636008-002 50000.000 LF | 0.30000 15000.00| | TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE | | | 0085 636011-001 81880.000 UN | 1.00000 81880.00| | TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 020 -9 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0935786 COUNTIES : FAYETTE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0710073 |( ) |( ) |TEAYS RIVER CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636014-001 600.000 HR | 55.00000 33000.00| | FLAGGER | | | 0095 636014-002 600.000 HR | 55.00000 33000.00| | TRAFFIC DIRECTOR | | | 0100 636017-001 800.000 LF | 70.00000 56000.00| | TEMPORARY CONCRETE BARRIER | | | 0105 636018-001 5600.000 LF | 25.00000 140000.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0110 636021-001 120.000 DA | 20.00000 2400.00| | ELECTRIC ARROW | | | 0115 636022-001 360.000 DA | 65.00000 23400.00| | CHANGEABLE MESSAGE SIGN | | | 0120 636025-001 1800.000 DA | 1.25000 2250.00| | WARNING LIGHTS, TYPE B | | | 0125 636028-001 20.000 DA | 125.00000 2500.00| | SHADOW VEHICLE | | | 0130 636030-001 120.000 DA | 40.00000 4800.00| | SPEED MONITORING TRAILER | | | 0135 639001-001 LUMP | 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKE | | | 0140 642004-001 28.000 LB | 40.00000 1120.00| | SEED MIXTURE, TEMPORARY | | | 0145 642004-003 39.000 LB | 45.00000 1755.00| | SEED MIXTURE, D | | | 0150 642005-001 0.800 TN | 2200.00000 1760.00| | MULCH, STRAW OR HAY | | | 0155 642006-001 0.200 TN | 2200.00000 440.00| | FERTILIZER | | | 0160 642007-001 420.000 SY | 1.50000 630.00| | FIBER MATTING | | | 0165 642010-001 0.400 TN | 125.00000 50.00| | AGRICULTURAL LIMESTONE | | | 0170 642012-001 2200.000 LF | 2.00000 4400.00| | SILT FENCE | | | 0175 642031-001 16.000 EA | 150.00000 2400.00| | DITCH CHECK | | | 0180 652001-001 0.280 TN | 125.00000 35.00| | AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/04/10 PAGE : 020 -10 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0935786 COUNTIES : FAYETTE LETTING DATE : 01/20/10 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0710073 |( ) |( ) |TEAYS RIVER CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652002-001 0.240 TN | 2200.00000 528.00| | FERTILIZER, 10-20-10 | | | 0190 652003-002 33.000 LB | 60.00000 1980.00| | SEED MIXTURE, D | | | 0195 652004-001 0.560 TN | 3000.00000 1680.00| | STRAW OR HAY MULCH | | | 0200 663001-004 3700.000 LF | 0.20000 740.00| | EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0205 663007-010 1500.000 LF | 12.00000 18000.00| | STRIPE, TYPE V - 12 IN ,WHITE (12") | | | 0210 664001-009 2.000 EA | 2500.00000 5000.00| | REMOVE AND RESET ATTENUATOR DEVICE | | | 0215 664011-001 14.000 EA | 1500.00000 21000.00| | TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0220 695010-001 LUMP | 5000.00000 5000.00| | BARRIER GATE INSTALLATION ,01 | | | 0225 695010-001 LUMP | 5000.00000 5000.00| | BARRIER GATE INSTALLATION ,02 | | | 0230 695010-001 LUMP | 5000.00000 5000.00| | BARRIER GATE INSTALLATION ,03 | | | 0235 695010-001 LUMP | 5000.00000 5000.00| | BARRIER GATE INSTALLATION ,04 | | | SECTION TOTALS | $ 1,184,572.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,184,572.50| $ 0.00| $ ====================================================================================================================================