WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0815144 COUNTIES : HARRISON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : NUTTER FORT TRAFFIC SIGNALS PROJECT(S) : U317-0020/00-011.60 00 STPG 0020 252 D00 LOCATION: I/S WV 20 - PENNSYLVANIA AVE. & I/S WV 20 - WV 98 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 135,922.00 100.0000% 2 27-0124040 EIGHT TREASURES OF KENTUCKY, LLC $ 141,141.00 103.8397% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 144,896.60 106.6028% 4 55-0343932 BAYLISS & RAMEY, INC. $ 149,784.20 110.1986% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0815144 COUNTIES : HARRISON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 27-0124040 |( 3 ) 55-0646159 |DAVIS H. ELLIOT CONSTRUCTION |EIGHT TREASURES OF KENTUCKY, |WEST VIRGINIA SIGNAL & LIGHT, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 5000.00000 5000.00| 6000.00000 6000.00| 1450.00000 1450.00 MOBILIZATION | | | 0010 636007-001 15.000 LF | 5.00000 75.00| 7.00000 105.00| 2.50000 37.50 ERADICATION OF PAVEMENT MARKING | | | 0015 636011-001 7960.000 UN | 0.01000 79.60| 0.10000 796.00| 0.01000 79.60 TRAFFIC CONTROL DEVICE | | | 0020 636014-001 200.000 HR | 0.01000 2.00| 0.10000 20.00| 0.01000 2.00 FLAGGER | | | 0025 660001-001 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 9000.00000 9000.00 SIGNAL CONTROLLER , 01 | | | 0030 660001-001 LUMP | 8500.00000 8500.00| 8500.00000 8500.00| 9000.00000 9000.00 SIGNAL CONTROLLER , 02 | | | 0035 660002-020 LUMP | 18000.00000 18000.00| 21000.00000 21000.00| 19500.00000 19500.00 TRAFFIC DETECTOR, VTDS (01) | | | 0040 660002-020 LUMP | 18000.00000 18000.00| 13000.00000 13000.00| 19500.00000 19500.00 TRAFFIC DETECTOR, VTDS (02) | | | 0045 660003-001 2.000 EA | 650.00000 1300.00| 500.00000 1000.00| 800.00000 1600.00 SIGNAL SECTION, G-16 | | | 0050 660003-006 44.000 EA | 225.00000 9900.00| 225.00000 9900.00| 350.00000 15400.00 SIGNAL SECTION, V-12 | | | 0055 660004-041 3.000 EA | 4500.00000 13500.00| 7000.00000 21000.00| 3500.00000 10500.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0060 660004-051 1.000 EA | 1000.00000 1000.00| 800.00000 800.00| 1500.00000 1500.00 SIGNAL SUPPORT, INSTALLATION ONLY, E1 | | | 0065 660007-001 LUMP | 19518.95000 19518.95| 17500.00000 17500.00| 19500.00000 19500.00 MISCELLANEOUS SIGNAL , 01 | | | 0070 660007-001 LUMP | 19518.95000 19518.95| 20100.00000 20100.00| 27500.00000 27500.00 MISCELLANEOUS SIGNAL , 02 | | | 0075 660010-001 1.000 EA | 3800.00000 3800.00| 3000.00000 3000.00| 2500.00000 2500.00 PRIORITY CONTROL SYSTEM DETECTOR , D2 | | | 0080 660010-001 1.000 EA | 4500.00000 4500.00| 3500.00000 3500.00| 3500.00000 3500.00 PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0085 660010-010 1.000 EA | 1000.00000 1000.00| 1500.00000 1500.00| 1000.00000 1000.00 PRIORITY CONTROL SYSTEM EMITTER | | | 0090 663004-011 25.000 LF | 6.50000 162.50| 6.00000 150.00| 6.50000 162.50 CHANNELIZING LINE, TYPE V (8") | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0815144 COUNTIES : HARRISON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 27-0124040 |( 3 ) 55-0646159 |DAVIS H. ELLIOT CONSTRUCTION |EIGHT TREASURES OF KENTUCKY, |WEST VIRGINIA SIGNAL & LIGHT, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663005-010 130.000 LF | 12.50000 1625.00| 14.00000 1820.00| 12.50000 1625.00 STOP LINE, TYPE V (24") | | | 0100 663006-010 200.000 LF | 8.50000 1700.00| 8.00000 1600.00| 6.50000 1300.00 CROSSWALK LINE, TYPE V (12") | | | 0105 663008-005 10.000 EA | 24.00000 240.00| 35.00000 350.00| 24.00000 240.00 YIELD TRIANGLE, TYPE V | | | SECTION TOTALS | $ 135,922.00| $ 141,141.00| $ 144,896.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 135,922.00| $ 141,141.00| $ 144,896.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0815144 COUNTIES : HARRISON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0343932 |( ) |( ) |BAYLISS & RAMEY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 10000.00000 10000.00| | MOBILIZATION | | | 0010 636007-001 15.000 LF | 6.50000 97.50| | ERADICATION OF PAVEMENT MARKING | | | 0015 636011-001 7960.000 UN | 0.02000 159.20| | TRAFFIC CONTROL DEVICE | | | 0020 636014-001 200.000 HR | 0.05000 10.00| | FLAGGER | | | 0025 660001-001 LUMP | 9500.00000 9500.00| | SIGNAL CONTROLLER , 01 | | | 0030 660001-001 LUMP | 9500.00000 9500.00| | SIGNAL CONTROLLER , 02 | | | 0035 660002-020 LUMP | 19800.00000 19800.00| | TRAFFIC DETECTOR, VTDS (01) | | | 0040 660002-020 LUMP | 19800.00000 19800.00| | TRAFFIC DETECTOR, VTDS (02) | | | 0045 660003-001 2.000 EA | 525.00000 1050.00| | SIGNAL SECTION, G-16 | | | 0050 660003-006 44.000 EA | 335.00000 14740.00| | SIGNAL SECTION, V-12 | | | 0055 660004-041 3.000 EA | 4500.00000 13500.00| | SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0060 660004-051 1.000 EA | 1800.00000 1800.00| | SIGNAL SUPPORT, INSTALLATION ONLY, E1 | | | 0065 660007-001 LUMP | 17800.00000 17800.00| | MISCELLANEOUS SIGNAL , 01 | | | 0070 660007-001 LUMP | 19500.00000 19500.00| | MISCELLANEOUS SIGNAL , 02 | | | 0075 660010-001 1.000 EA | 3500.00000 3500.00| | PRIORITY CONTROL SYSTEM DETECTOR , D2 | | | 0080 660010-001 1.000 EA | 4000.00000 4000.00| | PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0085 660010-010 1.000 EA | 800.00000 800.00| | PRIORITY CONTROL SYSTEM EMITTER | | | 0090 663004-011 25.000 LF | 7.50000 187.50| | CHANNELIZING LINE, TYPE V (8") | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0815144 COUNTIES : HARRISON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0343932 |( ) |( ) |BAYLISS & RAMEY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663005-010 130.000 LF | 14.00000 1820.00| | STOP LINE, TYPE V (24") | | | 0100 663006-010 200.000 LF | 9.50000 1900.00| | CROSSWALK LINE, TYPE V (12") | | | 0105 663008-005 10.000 EA | 32.00000 320.00| | YIELD TRIANGLE, TYPE V | | | SECTION TOTALS | $ 149,784.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 149,784.20| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CHARLES TOWN TO VA LINE (CR 9/3 TO SHENANDOAH RIVER BRIDGE) PROJECT(S) : U319-0009/00-010.70 04 CMST 0009 178 000 LOCATION: 0.25 MI E CO 9/3 - 0.05 MI E CO 27 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-0938274 INDEPENDENCE EXCAVATING, INC. $ 12,987,381.55 100.0000% 2 55-0535003 KANAWHA STONE COMPANY, INC. $ 13,898,567.48 107.0159% 3 25-1428005 CAST & BAKER CORPORATION $ 14,885,324.45 114.6137% 4 23-1374051 NEW ENTERPRISE STONE & LIME CO., INC. $ 14,947,000.00 115.0886% 5 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 15,238,383.78 117.3322% 6 55-0710237 CENTRAL CONTRACTING, INC. $ 15,446,992.82 118.9385% 7 31-1527447 MOUNTAINEER GRADING CO. $ 15,990,944.95 123.1268% 8 55-0328627 J. F. ALLEN COMPANY $ 16,620,987.08 127.9780% 9 52-0643997 C. WILLIAM HETZER, INC. $ 17,837,954.01 137.3483% 10 55-0345840 VECELLIO & GROGAN, INC. $ 18,068,628.16 139.1245% 11 55-0700300 A.L.L. CONSTRUCTION, INC. $ 18,922,504.91 145.6992% 06-0421150 LANE CONSTRUCTION CORPORATION, THE IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0938274 |( 2 ) 55-0535003 |( 3 ) 25-1428005 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & DRAIN | | | 0005 201001-000 1.000 LS | 200000.00000 200000.00| 285245.00000 285245.00| 650000.00000 650000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 310000.00000 310000.00| 438189.00000 438189.00| 550000.00000 550000.00 MOBILIZATION | | | 0015 207001-001 2311215.000 CY | 2.47000 5708701.05| 2.48000 5731813.20| 2.67000 6170944.05 UNCLASSIFIED EXCAVATION | | | 0021 211002-000 1152.000 CY | 25.00000 28800.00| 46.45000 53510.40| 38.00000 43776.00 ROCK BORROW EXCAVATION | | | 0025 307001-000 116.000 CY | 50.00000 5800.00| 39.72000 4607.52| 32.00000 3712.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0030 502001-012 708.000 SY | 175.00000 123900.00| 194.19000 137486.52| 185.00000 130980.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0035 601002-001 46.000 CY | 1200.00000 55200.00| 1396.08000 64219.68| 550.00000 25300.00 CLASS B CONCRETE | | | 0040 601009-001 20.000 CY | 1000.00000 20000.00| 1032.92000 20658.40| 750.00000 15000.00 CLASS H CONCRETE | | | 0045 604076-036 427.000 LF | 298.00000 127246.00| 315.61000 134765.47| 175.00000 74725.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0050 604076-036 606.000 LF | 296.00000 179376.00| 354.73000 214966.38| 195.00000 118170.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | 0055 605003-001 16.000 EA | 3200.00000 51200.00| 2561.35000 40981.60| 3500.00000 56000.00 TYPE A INLET | | | 0060 605004-001 3.000 EA | 2800.00000 8400.00| 2040.56000 6121.68| 2200.00000 6600.00 TYPE B INLET | | | 0065 605009-001 23.000 EA | 2900.00000 66700.00| 2255.12000 51867.76| 2800.00000 64400.00 TYPE G INLET | | | 0070 606020-001 880.000 LF | 16.00000 14080.00| 15.34000 13499.20| 12.00000 10560.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 6 | | | INCH | | | 0075 608002-001 20498.000 LF | 6.00000 122988.00| 7.44000 152505.12| 7.60000 155784.80 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0080 608003-001 1000.000 LF | 5.00000 5000.00| 3.62000 3620.00| 3.75000 3750.00 3 FT 11 IN TEMPORARY FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0938274 |( 2 ) 55-0535003 |( 3 ) 25-1428005 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 610001-004 36.500 LF | 55.00000 2007.50| 33.63000 1227.50| 55.00000 2007.50 PLAIN CONCRETE CURBING, TYPE IV | | | 0090 617003-001 68.000 LF | 80.00000 5440.00| 77.47000 5267.96| 85.00000 5780.00 ALUMINUM RAILING | | | 0095 633001-001 884.000 SY | 90.00000 79560.00| 98.68000 87233.12| 105.00000 92820.00 CONCRETE GUTTER | | | 0100 636011-001 2540.000 UN | 2.00000 5080.00| 1.55000 3937.00| 1.50000 3810.00 TRAFFIC CONTROL DEVICE | | | 0105 636012-010 2.000 EA | 450.00000 900.00| 413.17000 826.34| 500.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0110 636013-001 20.000 EA | 12.00000 240.00| 4.13000 82.60| 20.00000 400.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0115 636014-001 300.000 HR | 47.00000 14100.00| 58.67000 17601.00| 50.00000 15000.00 FLAGGER | | | 0120 636014-002 50.000 HR | 50.00000 2500.00| 30.99000 1549.50| 50.00000 2500.00 TRAFFIC DIRECTOR | | | 0125 636017-001 300.000 LF | 30.00000 9000.00| 28.76000 8628.00| 30.00000 9000.00 TEMPORARY CONCRETE BARRIER | | | 0130 636025-001 1200.000 DA | 1.05000 1260.00| 1.29000 1548.00| 1.25000 1500.00 WARNING LIGHTS, TYPE B | | | 0135 637001-001 4620.000 MG | 28.00000 129360.00| 32.23000 148902.60| 10.00000 46200.00 WATER FOR DUST PALLIATIVE | | | 0140 638002-001 48.000 EA | 105.00000 5040.00| 140.12000 6725.76| 50.00000 2400.00 RIGHT OF WAY MARKER | | | 0145 638003-001 12.000 EA | 355.00000 4260.00| 225.60000 2707.20| 100.00000 1200.00 SURVEY MARKER | | | 0150 638004-001 7.000 EA | 365.00000 2555.00| 217.25000 1520.75| 100.00000 700.00 OUTLET MARKER | | | 0155 639001-001 LUMP | 55000.00000 55000.00| 125000.00000 125000.00| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKE | | | 0160 640002-001 14.000 MO | 1800.00000 25200.00| 3302.80000 46239.20| 5000.00000 70000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0165 640003-001 LUMP | 5000.00000 5000.00| 3500.00000 3500.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0170 642001-001 8750.000 LF | 1.50000 13125.00| 0.73000 6387.50| 2.00000 17500.00 TEMPORARY BERM | | | 0175 642002-001 398.000 LF | 11.00000 4378.00| 18.92000 7530.16| 25.00000 9950.00 SLOPE DRAIN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0938274 |( 2 ) 55-0535003 |( 3 ) 25-1428005 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 642004-001 5010.000 LB | 0.10000 501.00| 0.01000 50.10| 0.10000 501.00 SEED MIXTURE, TEMPORARY | | | 0185 642004-002 2572.000 LB | 2.00000 5144.00| 2.43000 6249.96| 2.00000 5144.00 SEED MIXTURE, B | | | 0190 642004-003 3941.000 LB | 3.25000 12808.25| 3.46000 13635.86| 6.50000 25616.50 SEED MIXTURE, D | | | 0195 642005-001 167.000 TN | 300.00000 50100.00| 454.48000 75898.16| 350.00000 58450.00 MULCH, STRAW OR HAY | | | 0200 642006-001 33.700 TN | 310.00000 10447.00| 361.52000 12183.22| 700.00000 23590.00 FERTILIZER | | | 0205 642007-001 6267.000 SY | 1.25000 7833.75| 1.03000 6455.01| 1.25000 7833.75 FIBER MATTING | | | 0210 642008-001 570.000 LF | 33.00000 18810.00| 26.11000 14882.70| 25.00000 14250.00 TEMPORARY PIPE | | | 0215 642009-001 19000.000 LF | 1.00000 19000.00| 0.73000 13870.00| 5.00000 95000.00 CONTOUR DITCH | | | 0220 642010-001 16.900 TN | 66.00000 1115.40| 10.33000 174.58| 60.00000 1014.00 AGRICULTURAL LIMESTONE | | | 0225 642012-001 19000.000 LF | 2.00000 38000.00| 3.33000 63270.00| 3.50000 66500.00 SILT FENCE | | | 0230 642015-001 13250.000 LF | 9.00000 119250.00| 9.92000 131440.00| 10.00000 132500.00 SUPER SILT FENCE | | | 0235 642031-001 191.000 EA | 65.00000 12415.00| 93.93000 17940.63| 50.00000 9550.00 DITCH CHECK | | | 0240 642033-001 19198.000 CY | 4.00000 76792.00| 3.86000 74104.28| 6.00000 115188.00 SEDIMENT TRAP | | | 0245 642036-001 9606.000 CY | 3.75000 36022.50| 0.01000 96.06| 10.00000 96060.00 SEDIMENT REMOVAL | | | 0250 642040-001 38.000 EA | 100.00000 3800.00| 426.34000 16200.92| 200.00000 7600.00 INLET PROTECTION | | | 0255 652001-001 5.700 TN | 66.00000 376.20| 10.33000 58.88| 65.00000 370.50 AGRICULTURAL LIMESTONE | | | 0260 652002-001 28.200 TN | 400.00000 11280.00| 361.52000 10194.86| 850.00000 23970.00 FERTILIZER, 10-20-10 | | | 0265 652002-002 8.500 TN | 750.00000 6375.00| 774.69000 6584.87| 1250.00000 10625.00 FERTILIZER, UREA FORMALDEHYDE | | | 0270 652003-002 3941.000 LB | 5.00000 19705.00| 4.96000 19547.36| 6.50000 25616.50 SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0938274 |( 2 ) 55-0535003 |( 3 ) 25-1428005 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 652004-001 104.600 TN | 400.00000 41840.00| 454.48000 47538.61| 250.00000 26150.00 STRAW OR HAY MULCH | | | 0280 655002-001 5166.000 SY | 3.00000 15498.00| 3.46000 17874.36| 3.50000 18081.00 PERMANENT EROSION MATTING, TYPE A | | | 0285 655002-001 2869.000 SY | 3.00000 8607.00| 3.46000 9926.74| 3.50000 10041.50 PERMANENT EROSION MATTING, TYPE B | | | 0290 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0295 604076-016 PA1 230.000 LF | 40.00000 9200.00| 77.93000 17923.90| 55.00000 12650.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0300 604009-016 PA1 2.000 EA | 1200.00000 2400.00| 246.28000 492.56| 400.00000 800.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0305 604037-016 PA2 230.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0310 604038-016 PA2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0315 604025-016 PA3 230.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0320 604028-016 PA3 2.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0325 604076-016 PB1 800.000 LF | 48.00000 38400.00| 51.13000 40904.00| 55.00000 44000.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0330 604037-016 PB2 800.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0335 604025-016 PB3 800.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0340 604076-020 PD1 1935.000 LF | 54.00000 104490.00| 60.50000 117067.50| 60.00000 116100.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0938274 |( 2 ) 55-0535003 |( 3 ) 25-1428005 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 604009-020 PD1 9.000 EA | 1300.00000 11700.00| 296.00000 2664.00| 500.00000 4500.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0350 604025-020 PD3 1935.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0355 604028-020 PD3 9.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0360 604076-020 PE1 965.000 LF | 80.00000 77200.00| 53.07000 51212.55| 60.00000 57900.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0365 604037-020 PE2 965.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0370 604025-020 PE3 965.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0375 604076-022 PF1 470.000 LF | 57.00000 26790.00| 60.00000 28200.00| 66.00000 31020.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0380 604037-022 PF2 470.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0385 604025-022 PF3 470.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0390 604076-022 PG1 42.000 LF | 60.00000 2520.00| 204.71000 8597.82| 75.00000 3150.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0395 604009-022 PG1 1.000 EA | 1500.00000 1500.00| 456.29000 456.29| 550.00000 550.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0400 604037-022 PG2 42.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0405 604038-022 PG2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0938274 |( 2 ) 55-0535003 |( 3 ) 25-1428005 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 604025-022 PG3 42.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0415 604028-022 PG3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0420 604076-024 PH1 518.000 LF | 62.00000 32116.00| 71.99000 37290.82| 85.00000 44030.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0425 604025-024 PH2 518.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0430 604076-024 PJ1 530.000 LF | 65.00000 34450.00| 71.99000 38154.70| 85.00000 45050.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604037-024 PJ2 530.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0440 604025-024 PJ3 530.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0445 604076-024 PK1 1043.000 LF | 59.00000 61537.00| 71.99000 75085.57| 82.00000 85526.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0450 604025-024 PK2 1043.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0455 604076-028 PL1 418.000 LF | 70.00000 29260.00| 107.39000 44889.02| 95.00000 39710.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604037-028 PL2 418.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0465 604025-028 PL3 418.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0470 604076-028 PM1 490.000 LF | 80.00000 39200.00| 109.28000 53547.20| 110.00000 53900.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0938274 |( 2 ) 55-0535003 |( 3 ) 25-1428005 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0475 604037-028 PM2 490.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0480 604025-028 PM3 490.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0485 636002-001 PN1 100.000 TN | 54.00000 5400.00| 22.51000 2251.00| 22.00000 2200.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0490 636002-002 PN2 95.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 8,384,079.65| $ 8,908,185.21| $ 9,837,007.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #4251 | | | 0495 212001-000 1261.000 CY | 40.00000 50440.00| 51.65000 65130.65| 42.00000 52962.00 STRUCTURE EXCAVATION | | | 0500 212005-000 106.000 CY | 100.00000 10600.00| 128.08000 13576.48| 105.00000 11130.00 SELECT MATERIAL FOR BACKFILLING | | | 0505 218004-001 8121.000 SY | 9.60000 77961.60| 12.40000 100700.40| 10.00000 81210.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0510 601002-001 1227.000 CY | 575.00000 705525.00| 609.42000 747758.34| 525.00000 644175.00 CLASS B CONCRETE | | | 0511 601003-001 123.000 CY | 1150.00000 141450.00| 1187.86000 146106.78| 525.00000 64575.00 CLASS K CONCRETE | | | 0515 601009-001 1178.000 CY | 700.00000 824600.00| 898.64000 1058597.92| 750.00000 883500.00 CLASS H CONCRETE | | | 0520 602001-001 182426.000 LB | 1.20000 218911.20| 1.25000 228032.50| 1.25000 228032.50 REINFORCING STEEL BAR | | | 0525 602002-001 270867.000 LB | 1.30000 352127.10| 1.35000 365670.45| 1.55000 419843.85 EPOXY COATED REINFORCING STEEL BAR | | | 0530 603018-035 4565.000 LF | 348.00000 1588620.00| 367.72000 1678641.80| 369.00000 1684485.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0535 606025-004 344.000 LF | 15.00000 5160.00| 7.75000 2666.00| 17.00000 5848.00 6 INCH UNDERDRAIN PIPE | | | 0540 615003-001 9741.000 LS | 57000.00000 57000.00| 30471.08000 30471.08| 60000.00000 60000.00 FABRICATED STRUCTURAL STEEL | | | 0550 616005-006 4208.000 LF | 104.00000 437632.00| 107.42000 452023.36| 182.00000 765856.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0938274 |( 2 ) 55-0535003 |( 3 ) 25-1428005 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0555 617003-001 837.000 LF | 70.00000 58590.00| 77.47000 64842.39| 75.00000 62775.00 ALUMINUM RAILING | | | 0560 639001-001 LUMP | 15000.00000 15000.00| 13014.77000 13014.77| 16000.00000 16000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 4,543,616.90| $ 4,967,232.92| $ 4,980,392.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0565 640004-001 LUMP | 6000.00000 6000.00| 5000.00000 5000.00| 2500.00000 2500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,000.00| $ 5,000.00| $ 2,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASIN SUMMARY | | | 0570 207001-001 2340.000 CY | 3.00000 7020.00| 5.51000 12893.40| 7.00000 16380.00 UNCLASSIFIED EXCAVATION | | | 0575 207034-000 280.000 SY | 2.00000 560.00| 2.36000 660.80| 3.00000 840.00 FABRIC FOR SEPARATION | | | 0580 639001-001 LUMP | 20000.00000 20000.00| 1.00000 1.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0585 642036-001 3115.000 CY | 5.00000 15575.00| 0.01000 31.15| 7.00000 21805.00 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 43,155.00| $ 13,586.35| $ 42,025.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SEDIMENT BASIN RESTORATION | | | 0590 207001-001 2340.000 CY | 4.50000 10530.00| 1.95000 4563.00| 10.00000 23400.00 UNCLASSIFIED EXCAVATION | | | SECTION TOTALS | $ 10,530.00| $ 4,563.00| $ 23,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,987,381.55| $ 13,898,567.48| $ 14,885,324.45 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1023518 |( 6 ) 55-0710237 |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPAN |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & DRAIN | | | 0005 201001-000 1.000 LS | 438513.64000 438513.64| 382000.00000 382000.00| 461000.00000 461000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 448000.00000 448000.00| 700000.00000 700000.00| 622500.00000 622500.00 MOBILIZATION | | | 0015 207001-001 2311215.000 CY | 2.90000 6702523.50| 3.22000 7442112.30| 3.07000 7095430.05 UNCLASSIFIED EXCAVATION | | | 0021 211002-000 1152.000 CY | 63.00000 72576.00| 0.10000 115.20| 12.00000 13824.00 ROCK BORROW EXCAVATION | | | 0025 307001-000 116.000 CY | 100.00000 11600.00| 50.00000 5800.00| 65.00000 7540.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0030 502001-012 708.000 SY | 184.00000 130272.00| 180.00000 127440.00| 220.00000 155760.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0035 601002-001 46.000 CY | 1310.00000 60260.00| 1650.00000 75900.00| 1265.00000 58190.00 CLASS B CONCRETE | | | 0040 601009-001 20.000 CY | 1050.00000 21000.00| 700.00000 14000.00| 800.00000 16000.00 CLASS H CONCRETE | | | 0045 604076-036 427.000 LF | 255.00000 108885.00| 340.00000 145180.00| 357.00000 152439.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0050 604076-036 606.000 LF | 294.00000 178164.00| 380.00000 230280.00| 393.00000 238158.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | 0055 605003-001 16.000 EA | 2200.00000 35200.00| 3950.00000 63200.00| 2623.00000 41968.00 TYPE A INLET | | | 0060 605004-001 3.000 EA | 1820.00000 5460.00| 1517.00000 4551.00| 1900.00000 5700.00 TYPE B INLET | | | 0065 605009-001 23.000 EA | 1820.00000 41860.00| 2194.00000 50462.00| 2375.00000 54625.00 TYPE G INLET | | | 0070 606020-001 880.000 LF | 17.00000 14960.00| 19.00000 16720.00| 23.00000 20240.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 6 | | | INCH | | | 0075 608002-001 20498.000 LF | 8.00000 163984.00| 6.94000 142256.12| 8.00000 163984.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0080 608003-001 1000.000 LF | 4.00000 4000.00| 3.15000 3150.00| 3.85000 3850.00 3 FT 11 IN TEMPORARY FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1023518 |( 6 ) 55-0710237 |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPAN |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 610001-004 36.500 LF | 50.00000 1825.00| 26.84000 979.66| 120.00000 4380.00 PLAIN CONCRETE CURBING, TYPE IV | | | 0090 617003-001 68.000 LF | 78.00000 5304.00| 64.78000 4405.04| 72.00000 4896.00 ALUMINUM RAILING | | | 0095 633001-001 884.000 SY | 112.00000 99008.00| 90.00000 79560.00| 115.50000 102102.00 CONCRETE GUTTER | | | 0100 636011-001 2540.000 UN | 1.20000 3048.00| 1.50000 3810.00| 1.65000 4191.00 TRAFFIC CONTROL DEVICE | | | 0105 636012-010 2.000 EA | 285.00000 570.00| 350.00000 700.00| 550.00000 1100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0110 636013-001 20.000 EA | 6.00000 120.00| 6.00000 120.00| 27.50000 550.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0115 636014-001 300.000 HR | 50.00000 15000.00| 46.00000 13800.00| 75.00000 22500.00 FLAGGER | | | 0120 636014-002 50.000 HR | 56.00000 2800.00| 54.00000 2700.00| 50.00000 2500.00 TRAFFIC DIRECTOR | | | 0125 636017-001 300.000 LF | 40.00000 12000.00| 35.00000 10500.00| 23.00000 6900.00 TEMPORARY CONCRETE BARRIER | | | 0130 636025-001 1200.000 DA | 1.20000 1440.00| 3.00000 3600.00| 1.38000 1656.00 WARNING LIGHTS, TYPE B | | | 0135 637001-001 4620.000 MG | 5.60000 25872.00| 1.00000 4620.00| 40.00000 184800.00 WATER FOR DUST PALLIATIVE | | | 0140 638002-001 48.000 EA | 195.00000 9360.00| 95.00000 4560.00| 117.00000 5616.00 RIGHT OF WAY MARKER | | | 0145 638003-001 12.000 EA | 280.00000 3360.00| 290.00000 3480.00| 380.00000 4560.00 SURVEY MARKER | | | 0150 638004-001 7.000 EA | 165.00000 1155.00| 170.00000 1190.00| 350.00000 2450.00 OUTLET MARKER | | | 0155 639001-001 LUMP | 300800.00000 300800.00| 109000.00000 109000.00| 285000.00000 285000.00 CONSTRUCTION LAYOUT STAKE | | | 0160 640002-001 14.000 MO | 2445.00000 34230.00| 4000.00000 56000.00| 3380.00000 47320.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0165 640003-001 LUMP | 2115.00000 2115.00| 3000.00000 3000.00| 5830.00000 5830.00 BUILDING EQUIPMENT | | | 0170 642001-001 8750.000 LF | 1.20000 10500.00| 0.70000 6125.00| 3.05000 26687.50 TEMPORARY BERM | | | 0175 642002-001 398.000 LF | 47.00000 18706.00| 13.80000 5492.40| 34.00000 13532.00 SLOPE DRAIN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1023518 |( 6 ) 55-0710237 |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPAN |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 642004-001 5010.000 LB | 0.10000 501.00| 0.01000 50.10| 0.11000 551.10 SEED MIXTURE, TEMPORARY | | | 0185 642004-002 2572.000 LB | 2.60000 6687.20| 2.28000 5864.16| 2.15000 5529.80 SEED MIXTURE, B | | | 0190 642004-003 3941.000 LB | 3.70000 14581.70| 3.25000 12808.25| 7.00000 27587.00 SEED MIXTURE, D | | | 0195 642005-001 167.000 TN | 490.00000 81830.00| 426.80000 71275.60| 385.00000 64295.00 MULCH, STRAW OR HAY | | | 0200 642006-001 33.700 TN | 390.00000 13143.00| 339.50000 11441.15| 770.00000 25949.00 FERTILIZER | | | 0205 642007-001 6267.000 SY | 1.10000 6893.70| 0.97000 6078.99| 1.21000 7583.07 FIBER MATTING | | | 0210 642008-001 570.000 LF | 35.00000 19950.00| 33.00000 18810.00| 36.00000 20520.00 TEMPORARY PIPE | | | 0215 642009-001 19000.000 LF | 2.00000 38000.00| 1.20000 22800.00| 1.40000 26600.00 CONTOUR DITCH | | | 0220 642010-001 16.900 TN | 11.00000 185.90| 9.70000 163.93| 11.00000 185.90 AGRICULTURAL LIMESTONE | | | 0225 642012-001 19000.000 LF | 2.75000 52250.00| 2.00000 38000.00| 2.75000 52250.00 SILT FENCE | | | 0230 642015-001 13250.000 LF | 6.85000 90762.50| 10.00000 132500.00| 7.40000 98050.00 SUPER SILT FENCE | | | 0235 642031-001 191.000 EA | 95.00000 18145.00| 55.00000 10505.00| 49.00000 9359.00 DITCH CHECK | | | 0240 642033-001 19198.000 CY | 1.00000 19198.00| 3.00000 57594.00| 5.00000 95990.00 SEDIMENT TRAP | | | 0245 642036-001 9606.000 CY | 0.01000 96.06| 1.00000 9606.00| 2.50000 24015.00 SEDIMENT REMOVAL | | | 0250 642040-001 38.000 EA | 350.00000 13300.00| 300.00000 11400.00| 216.00000 8208.00 INLET PROTECTION | | | 0255 652001-001 5.700 TN | 11.00000 62.70| 9.70000 55.29| 11.00000 62.70 AGRICULTURAL LIMESTONE | | | 0260 652002-001 28.200 TN | 390.00000 10998.00| 339.50000 9573.90| 935.00000 26367.00 FERTILIZER, 10-20-10 | | | 0265 652002-002 8.500 TN | 835.00000 7097.50| 727.50000 6183.75| 1375.00000 11687.50 FERTILIZER, UREA FORMALDEHYDE | | | 0270 652003-002 3941.000 LB | 5.35000 21084.35| 4.66000 18365.06| 7.00000 27587.00 SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1023518 |( 6 ) 55-0710237 |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPAN |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 652004-001 104.600 TN | 490.00000 51254.00| 426.80000 44643.28| 275.00000 28765.00 STRAW OR HAY MULCH | | | 0280 655002-001 5166.000 SY | 3.70000 19114.20| 3.25000 16789.50| 3.60000 18597.60 PERMANENT EROSION MATTING, TYPE A | | | 0285 655002-001 2869.000 SY | 3.70000 10615.30| 3.25000 9324.25| 3.60000 10328.40 PERMANENT EROSION MATTING, TYPE B | | | 0290 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0295 604076-016 PA1 230.000 LF | 50.00000 11500.00| 64.00000 14720.00| 48.00000 11040.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0300 604009-016 PA1 2.000 EA | 113.00000 226.00| 435.00000 870.00| 720.00000 1440.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0305 604037-016 PA2 230.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0310 604038-016 PA2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0315 604025-016 PA3 230.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0320 604028-016 PA3 2.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0325 604076-016 PB1 800.000 LF | 39.00000 31200.00| 82.00000 65600.00| 64.00000 51200.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0330 604037-016 PB2 800.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0335 604025-016 PB3 800.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0340 604076-020 PD1 1935.000 LF | 46.00000 89010.00| 87.00000 168345.00| 56.00000 108360.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1023518 |( 6 ) 55-0710237 |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPAN |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 604009-020 PD1 9.000 EA | 159.00000 1431.00| 365.00000 3285.00| 753.00000 6777.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0350 604025-020 PD3 1935.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0355 604028-020 PD3 9.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0360 604076-020 PE1 965.000 LF | 44.00000 42460.00| 79.00000 76235.00| 70.00000 67550.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0365 604037-020 PE2 965.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0370 604025-020 PE3 965.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0375 604076-022 PF1 470.000 LF | 48.00000 22560.00| 85.00000 39950.00| 100.00000 47000.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0380 604037-022 PF2 470.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0385 604025-022 PF3 470.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0390 604076-022 PG1 42.000 LF | 355.00000 14910.00| 210.00000 8820.00| 193.00000 8106.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0395 604009-022 PG1 1.000 EA | 305.00000 305.00| 786.00000 786.00| 2530.00000 2530.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0400 604037-022 PG2 42.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0405 604038-022 PG2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1023518 |( 6 ) 55-0710237 |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPAN |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 604025-022 PG3 42.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0415 604028-022 PG3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0420 604076-024 PH1 518.000 LF | 56.00000 29008.00| 96.00000 49728.00| 67.00000 34706.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0425 604025-024 PH2 518.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0430 604076-024 PJ1 530.000 LF | 59.00000 31270.00| 90.00000 47700.00| 73.00000 38690.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604037-024 PJ2 530.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0440 604025-024 PJ3 530.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0445 604076-024 PK1 1043.000 LF | 55.00000 57365.00| 91.00000 94913.00| 53.00000 55279.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0450 604025-024 PK2 1043.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0455 604076-028 PL1 418.000 LF | 84.00000 35112.00| 168.00000 70224.00| 136.00000 56848.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604037-028 PL2 418.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0465 604025-028 PL3 418.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0470 604076-028 PM1 490.000 LF | 80.00000 39200.00| 121.00000 59290.00| 87.00000 42630.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1023518 |( 6 ) 55-0710237 |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPAN |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0475 604037-028 PM2 490.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0480 604025-028 PM3 490.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0485 636002-001 PN1 100.000 TN | 43.00000 4300.00| 30.00000 3000.00| 24.00000 2400.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0490 636002-002 PN2 95.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 9,890,878.25| $ 10,934,906.93| $ 10,963,202.62 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #4251 | | | 0495 212001-000 1261.000 CY | 42.00000 52962.00| 100.00000 126100.00| 84.00000 105924.00 STRUCTURE EXCAVATION | | | 0500 212005-000 106.000 CY | 105.00000 11130.00| 77.00000 8162.00| 99.00000 10494.00 SELECT MATERIAL FOR BACKFILLING | | | 0505 218004-001 8121.000 SY | 10.00000 81210.00| 10.00000 81210.00| 16.00000 129936.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0510 601002-001 1227.000 CY | 525.00000 644175.00| 500.00000 613500.00| 620.00000 760740.00 CLASS B CONCRETE | | | 0511 601003-001 123.000 CY | 525.00000 64575.00| 475.00000 58425.00| 600.00000 73800.00 CLASS K CONCRETE | | | 0515 601009-001 1178.000 CY | 735.00000 865830.00| 660.00000 777480.00| 620.00000 730360.00 CLASS H CONCRETE | | | 0520 602001-001 182426.000 LB | 1.25000 228032.50| 1.00000 182426.00| 1.10000 200668.60 REINFORCING STEEL BAR | | | 0525 602002-001 270867.000 LB | 1.50000 406300.50| 1.10000 297953.70| 1.30000 352127.10 EPOXY COATED REINFORCING STEEL BAR | | | 0530 603018-035 4565.000 LF | 370.00000 1689050.00| 320.00000 1460800.00| 325.00000 1483625.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0535 606025-004 344.000 LF | 15.75000 5418.00| 9.00000 3096.00| 14.00000 4816.00 6 INCH UNDERDRAIN PIPE | | | 0540 615003-001 9741.000 LS | 60000.00000 60000.00| 75000.00000 75000.00| 74000.00000 74000.00 FABRICATED STRUCTURAL STEEL | | | 0550 616005-006 4208.000 LF | 184.00000 774272.00| 124.00000 521792.00| 98.00000 412384.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1023518 |( 6 ) 55-0710237 |NEW ENTERPRISE STONE & LIME |KOKOSING CONSTRUCTION COMPAN |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0555 617003-001 837.000 LF | 74.00000 61938.00| 63.00000 52731.00| 72.00000 60264.00 ALUMINUM RAILING | | | 0560 639001-001 LUMP | 15750.00000 15750.00| 25000.00000 25000.00| 30000.00000 30000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 4,960,643.00| $ 4,283,675.70| $ 4,429,138.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0565 640004-001 LUMP | 6075.00000 6075.00| 2000.00000 2000.00| 2350.00000 2350.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,075.00| $ 2,000.00| $ 2,350.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASIN SUMMARY | | | 0570 207001-001 2340.000 CY | 25.00000 58500.00| 3.50000 8190.00| 7.50000 17550.00 UNCLASSIFIED EXCAVATION | | | 0575 207034-000 280.000 SY | 3.00000 840.00| 2.00000 560.00| 2.70000 756.00 FABRIC FOR SEPARATION | | | 0580 639001-001 LUMP | 4350.00000 4350.00| 2000.00000 2000.00| 2750.00000 2750.00 CONSTRUCTION LAYOUT STAKE | | | 0585 642036-001 3115.000 CY | 5.25000 16353.75| 0.01000 31.15| 6.50000 20247.50 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 80,043.75| $ 10,781.15| $ 41,303.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SEDIMENT BASIN RESTORATION | | | 0590 207001-001 2340.000 CY | 4.00000 9360.00| 3.00000 7020.00| 4.70000 10998.00 UNCLASSIFIED EXCAVATION | | | SECTION TOTALS | $ 9,360.00| $ 7,020.00| $ 10,998.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,947,000.00| $ 15,238,383.78| $ 15,446,992.82 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1527447 |( 8 ) 55-0328627 |( 9 ) 52-0643997 |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY |C. WILLIAM HETZER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & DRAIN | | | 0005 201001-000 1.000 LS | 992000.00000 992000.00| 833963.35000 833963.35| 645738.65000 645738.65 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 680000.00000 680000.00| 831049.35000 831049.35| 891000.00000 891000.00 MOBILIZATION | | | 0015 207001-001 2311215.000 CY | 2.92000 6748747.80| 3.33000 7696345.95| 3.80000 8782617.00 UNCLASSIFIED EXCAVATION | | | 0021 211002-000 1152.000 CY | 36.00000 41472.00| 0.01000 11.52| 54.00000 62208.00 ROCK BORROW EXCAVATION | | | 0025 307001-000 116.000 CY | 50.00000 5800.00| 41.95000 4866.20| 44.00000 5104.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0030 502001-012 708.000 SY | 240.00000 169920.00| 214.50000 151866.00| 105.00000 74340.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0035 601002-001 46.000 CY | 1475.00000 67850.00| 1265.00000 58190.00| 1600.00000 73600.00 CLASS B CONCRETE | | | 0040 601009-001 20.000 CY | 1150.00000 23000.00| 926.00000 18520.00| 1940.00000 38800.00 CLASS H CONCRETE | | | 0045 604076-036 427.000 LF | 262.00000 111874.00| 286.65000 122399.55| 330.00000 140910.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0050 604076-036 606.000 LF | 299.00000 181194.00| 320.25000 194071.50| 355.00000 215130.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | 0055 605003-001 16.000 EA | 2000.00000 32000.00| 2756.85000 44109.60| 4060.00000 64960.00 TYPE A INLET | | | 0060 605004-001 3.000 EA | 2200.00000 6600.00| 2480.80000 7442.40| 2900.00000 8700.00 TYPE B INLET | | | 0065 605009-001 23.000 EA | 1800.00000 41400.00| 2526.15000 58101.45| 3370.00000 77510.00 TYPE G INLET | | | 0070 606020-001 880.000 LF | 38.00000 33440.00| 21.05000 18524.00| 26.50000 23320.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 6 | | | INCH | | | 0075 608002-001 20498.000 LF | 8.00000 163984.00| 7.95000 162959.10| 7.70000 157834.60 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0080 608003-001 1000.000 LF | 4.00000 4000.00| 3.85000 3850.00| 3.50000 3500.00 3 FT 11 IN TEMPORARY FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1527447 |( 8 ) 55-0328627 |( 9 ) 52-0643997 |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY |C. WILLIAM HETZER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 610001-004 36.500 LF | 63.00000 2299.50| 100.00000 3650.00| 43.00000 1569.50 PLAIN CONCRETE CURBING, TYPE IV | | | 0090 617003-001 68.000 LF | 90.00000 6120.00| 79.20000 5385.60| 73.00000 4964.00 ALUMINUM RAILING | | | 0095 633001-001 884.000 SY | 135.00000 119340.00| 115.50000 102102.00| 120.00000 106080.00 CONCRETE GUTTER | | | 0100 636011-001 2540.000 UN | 1.29000 3276.60| 2.00000 5080.00| 1.20000 3048.00 TRAFFIC CONTROL DEVICE | | | 0105 636012-010 2.000 EA | 1900.00000 3800.00| 500.00000 1000.00| 390.00000 780.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0110 636013-001 20.000 EA | 32.00000 640.00| 5.00000 100.00| 47.50000 950.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0115 636014-001 300.000 HR | 48.00000 14400.00| 55.00000 16500.00| 43.00000 12900.00 FLAGGER | | | 0120 636014-002 50.000 HR | 64.00000 3200.00| 100.00000 5000.00| 45.50000 2275.00 TRAFFIC DIRECTOR | | | 0125 636017-001 300.000 LF | 29.00000 8700.00| 50.00000 15000.00| 17.25000 5175.00 TEMPORARY CONCRETE BARRIER | | | 0130 636025-001 1200.000 DA | 1.30000 1560.00| 1.50000 1800.00| 1.15000 1380.00 WARNING LIGHTS, TYPE B | | | 0135 637001-001 4620.000 MG | 11.00000 50820.00| 50.00000 231000.00| 31.00000 143220.00 WATER FOR DUST PALLIATIVE | | | 0140 638002-001 48.000 EA | 125.00000 6000.00| 150.00000 7200.00| 61.00000 2928.00 RIGHT OF WAY MARKER | | | 0145 638003-001 12.000 EA | 300.00000 3600.00| 200.00000 2400.00| 110.00000 1320.00 SURVEY MARKER | | | 0150 638004-001 7.000 EA | 175.00000 1225.00| 250.00000 1750.00| 105.00000 735.00 OUTLET MARKER | | | 0155 639001-001 LUMP | 180000.00000 180000.00| 220000.00000 220000.00| 129330.00000 129330.00 CONSTRUCTION LAYOUT STAKE | | | 0160 640002-001 14.000 MO | 1700.00000 23800.00| 3500.00000 49000.00| 2570.00000 35980.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0165 640003-001 LUMP | 1500.00000 1500.00| 10000.00000 10000.00| 3240.00000 3240.00 BUILDING EQUIPMENT | | | 0170 642001-001 8750.000 LF | 1.25000 10937.50| 1.00000 8750.00| 1.40000 12250.00 TEMPORARY BERM | | | 0175 642002-001 398.000 LF | 11.00000 4378.00| 50.00000 19900.00| 16.75000 6666.50 SLOPE DRAIN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -20 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1527447 |( 8 ) 55-0328627 |( 9 ) 52-0643997 |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY |C. WILLIAM HETZER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 642004-001 5010.000 LB | 1.00000 5010.00| 0.15000 751.50| 0.01000 50.10 SEED MIXTURE, TEMPORARY | | | 0185 642004-002 2572.000 LB | 3.00000 7716.00| 2.15000 5529.80| 2.55000 6558.60 SEED MIXTURE, B | | | 0190 642004-003 3941.000 LB | 8.00000 31528.00| 7.00000 27587.00| 3.60000 14187.60 SEED MIXTURE, D | | | 0195 642005-001 167.000 TN | 450.00000 75150.00| 385.00000 64295.00| 475.00000 79325.00 MULCH, STRAW OR HAY | | | 0200 642006-001 33.700 TN | 900.00000 30330.00| 770.00000 25949.00| 380.00000 12806.00 FERTILIZER | | | 0205 642007-001 6267.000 SY | 5.00000 31335.00| 1.25000 7833.75| 1.10000 6893.70 FIBER MATTING | | | 0210 642008-001 570.000 LF | 50.00000 28500.00| 0.01000 5.70| 24.75000 14107.50 TEMPORARY PIPE | | | 0215 642009-001 19000.000 LF | 1.25000 23750.00| 0.01000 190.00| 0.75000 14250.00 CONTOUR DITCH | | | 0220 642010-001 16.900 TN | 13.00000 219.70| 11.00000 185.90| 10.75000 181.68 AGRICULTURAL LIMESTONE | | | 0225 642012-001 19000.000 LF | 2.00000 38000.00| 0.01000 190.00| 3.05000 57950.00 SILT FENCE | | | 0230 642015-001 13250.000 LF | 7.00000 92750.00| 0.01000 132.50| 8.80000 116600.00 SUPER SILT FENCE | | | 0235 642031-001 191.000 EA | 80.00000 15280.00| 100.00000 19100.00| 47.50000 9072.50 DITCH CHECK | | | 0240 642033-001 19198.000 CY | 5.00000 95990.00| 0.01000 191.98| 6.10000 117107.80 SEDIMENT TRAP | | | 0245 642036-001 9606.000 CY | 3.25000 31219.50| 0.01000 96.06| 0.10000 960.60 SEDIMENT REMOVAL | | | 0250 642040-001 38.000 EA | 50.00000 1900.00| 250.00000 9500.00| 250.00000 9500.00 INLET PROTECTION | | | 0255 652001-001 5.700 TN | 12.00000 68.40| 11.00000 62.70| 10.75000 61.28 AGRICULTURAL LIMESTONE | | | 0260 652002-001 28.200 TN | 1090.00000 30738.00| 935.00000 26367.00| 380.00000 10716.00 FERTILIZER, 10-20-10 | | | 0265 652002-002 8.500 TN | 1600.00000 13600.00| 1375.00000 11687.50| 810.00000 6885.00 FERTILIZER, UREA FORMALDEHYDE | | | 0270 652003-002 3941.000 LB | 8.00000 31528.00| 7.00000 27587.00| 5.20000 20493.20 SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -21 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1527447 |( 8 ) 55-0328627 |( 9 ) 52-0643997 |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY |C. WILLIAM HETZER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 652004-001 104.600 TN | 315.00000 32949.00| 275.00000 28765.00| 475.00000 49685.00 STRAW OR HAY MULCH | | | 0280 655002-001 5166.000 SY | 3.00000 15498.00| 3.60000 18597.60| 3.60000 18597.60 PERMANENT EROSION MATTING, TYPE A | | | 0285 655002-001 2869.000 SY | 3.00000 8607.00| 3.60000 10328.40| 3.60000 10328.40 PERMANENT EROSION MATTING, TYPE B | | | 0290 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0295 604076-016 PA1 230.000 LF | 34.00000 7820.00| 51.55000 11856.50| 73.00000 16790.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0300 604009-016 PA1 2.000 EA | 360.00000 720.00| 591.70000 1183.40| 650.00000 1300.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0305 604037-016 PA2 230.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0310 604038-016 PA2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0315 604025-016 PA3 230.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0320 604028-016 PA3 2.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0325 604076-016 PB1 800.000 LF | 42.00000 33600.00| 51.55000 41240.00| 67.50000 54000.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0330 604037-016 PB2 800.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0335 604025-016 PB3 800.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0340 604076-020 PD1 1935.000 LF | 45.00000 87075.00| 59.00000 114165.00| 76.50000 148027.50 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -22 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1527447 |( 8 ) 55-0328627 |( 9 ) 52-0643997 |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY |C. WILLIAM HETZER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 604009-020 PD1 9.000 EA | 280.00000 2520.00| 636.50000 5728.50| 690.00000 6210.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0350 604025-020 PD3 1935.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0355 604028-020 PD3 9.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0360 604076-020 PE1 965.000 LF | 45.00000 43425.00| 59.00000 56935.00| 79.75000 76958.75 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0365 604037-020 PE2 965.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0370 604025-020 PE3 965.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0375 604076-022 PF1 470.000 LF | 52.00000 24440.00| 83.80000 39386.00| 93.00000 43710.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0380 604037-022 PF2 470.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0385 604025-022 PF3 470.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0390 604076-022 PG1 42.000 LF | 70.00000 2940.00| 209.35000 8792.70| 115.00000 4830.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0395 604009-022 PG1 1.000 EA | 450.00000 450.00| 780.80000 780.80| 1100.00000 1100.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0400 604037-022 PG2 42.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0405 604038-022 PG2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -23 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1527447 |( 8 ) 55-0328627 |( 9 ) 52-0643997 |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY |C. WILLIAM HETZER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 604025-022 PG3 42.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0415 604028-022 PG3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0420 604076-024 PH1 518.000 LF | 58.00000 30044.00| 82.80000 42890.40| 85.00000 44030.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0425 604025-024 PH2 518.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0430 604076-024 PJ1 530.000 LF | 58.00000 30740.00| 82.80000 43884.00| 101.00000 53530.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604037-024 PJ2 530.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0440 604025-024 PJ3 530.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0445 604076-024 PK1 1043.000 LF | 58.00000 60494.00| 82.80000 86360.40| 88.00000 91784.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0450 604025-024 PK2 1043.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0455 604076-028 PL1 418.000 LF | 70.00000 29260.00| 134.35000 56158.30| 141.00000 58938.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604037-028 PL2 418.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0465 604025-028 PL3 418.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0470 604076-028 PM1 490.000 LF | 80.00000 39200.00| 106.30000 52087.00| 127.00000 62230.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -24 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1527447 |( 8 ) 55-0328627 |( 9 ) 52-0643997 |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY |C. WILLIAM HETZER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0475 604037-028 PM2 490.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0480 604025-028 PM3 490.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0485 636002-001 PN1 100.000 TN | 65.00000 6500.00| 75.00000 7500.00| 54.00000 5400.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0490 636002-002 PN2 95.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 10,790,573.00| $ 11,766,568.96| $ 12,986,019.06 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #4251 | | | 0495 212001-000 1261.000 CY | 64.00000 80704.00| 50.00000 63050.00| 94.00000 118534.00 STRUCTURE EXCAVATION | | | 0500 212005-000 106.000 CY | 130.00000 13780.00| 124.00000 13144.00| 77.00000 8162.00 SELECT MATERIAL FOR BACKFILLING | | | 0505 218004-001 8121.000 SY | 15.00000 121815.00| 12.00000 97452.00| 15.75000 127905.75 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0510 601002-001 1227.000 CY | 700.00000 858900.00| 590.00000 723930.00| 530.00000 650310.00 CLASS B CONCRETE | | | 0511 601003-001 123.000 CY | 1200.00000 147600.00| 1150.00000 141450.00| 580.00000 71340.00 CLASS K CONCRETE | | | 0515 601009-001 1178.000 CY | 900.00000 1060200.00| 865.00000 1018970.00| 880.00000 1036640.00 CLASS H CONCRETE | | | 0520 602001-001 182426.000 LB | 1.25000 228032.50| 1.21000 220735.46| 1.15000 209789.90 REINFORCING STEEL BAR | | | 0525 602002-001 270867.000 LB | 1.35000 365670.45| 1.33000 360253.11| 1.20000 325040.40 EPOXY COATED REINFORCING STEEL BAR | | | 0530 603018-035 4565.000 LF | 370.00000 1689050.00| 356.00000 1625140.00| 340.00000 1552100.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0535 606025-004 344.000 LF | 9.00000 3096.00| 7.50000 2580.00| 6.10000 2098.40 6 INCH UNDERDRAIN PIPE | | | 0540 615003-001 9741.000 LS | 30000.00000 30000.00| 29500.00000 29500.00| 112290.00000 112290.00 FABRICATED STRUCTURAL STEEL | | | 0550 616005-006 4208.000 LF | 108.00000 454464.00| 104.00000 437632.00| 114.00000 479712.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -25 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1527447 |( 8 ) 55-0328627 |( 9 ) 52-0643997 |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY |C. WILLIAM HETZER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0555 617003-001 837.000 LF | 80.00000 66960.00| 79.20000 66290.40| 68.00000 56916.00 ALUMINUM RAILING | | | 0560 639001-001 LUMP | 13000.00000 13000.00| 12600.00000 12600.00| 16200.00000 16200.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 5,133,271.95| $ 4,812,726.97| $ 4,767,038.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0565 640004-001 LUMP | 6000.00000 6000.00| 5000.00000 5000.00| 3240.00000 3240.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,000.00| $ 5,000.00| $ 3,240.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASIN SUMMARY | | | 0570 207001-001 2340.000 CY | 8.00000 18720.00| 10.00000 23400.00| 29.50000 69030.00 UNCLASSIFIED EXCAVATION | | | 0575 207034-000 280.000 SY | 2.00000 560.00| 2.00000 560.00| 1.10000 308.00 FABRIC FOR SEPARATION | | | 0580 639001-001 LUMP | 20000.00000 20000.00| 1000.00000 1000.00| 1360.00000 1360.00 CONSTRUCTION LAYOUT STAKE | | | 0585 642036-001 3115.000 CY | 4.00000 12460.00| 0.01000 31.15| 0.10000 311.50 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 51,740.00| $ 24,991.15| $ 71,009.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SEDIMENT BASIN RESTORATION | | | 0590 207001-001 2340.000 CY | 4.00000 9360.00| 5.00000 11700.00| 4.55000 10647.00 UNCLASSIFIED EXCAVATION | | | SECTION TOTALS | $ 9,360.00| $ 11,700.00| $ 10,647.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,990,944.95| $ 16,620,987.08| $ 17,837,954.01 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -26 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 10 ) 55-0345840 |( 11 ) 55-0700300 |( ) |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & DRAIN | | | 0005 201001-000 1.000 LS | 700000.00000 700000.00| 1200000.00000 1200000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 536160.00000 536160.00| 526500.00000 526500.00| MOBILIZATION | | | 0015 207001-001 2311215.000 CY | 3.83000 8851953.45| 4.20000 9707103.00| UNCLASSIFIED EXCAVATION | | | 0021 211002-000 1152.000 CY | 71.50000 82368.00| 36.00000 41472.00| ROCK BORROW EXCAVATION | | | 0025 307001-000 116.000 CY | 63.00000 7308.00| 70.00000 8120.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0030 502001-012 708.000 SY | 221.00000 156468.00| 178.50000 126378.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0035 601002-001 46.000 CY | 1900.00000 87400.00| 1250.00000 57500.00| CLASS B CONCRETE | | | 0040 601009-001 20.000 CY | 1038.00000 20760.00| 1020.00000 20400.00| CLASS H CONCRETE | | | 0045 604076-036 427.000 LF | 415.00000 177205.00| 405.00000 172935.00| 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0050 604076-036 606.000 LF | 457.00000 276942.00| 440.00000 266640.00| 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | 0055 605003-001 16.000 EA | 4200.00000 67200.00| 2400.00000 38400.00| TYPE A INLET | | | 0060 605004-001 3.000 EA | 3000.00000 9000.00| 2200.00000 6600.00| TYPE B INLET | | | 0065 605009-001 23.000 EA | 3600.00000 82800.00| 2150.00000 49450.00| TYPE G INLET | | | 0070 606020-001 880.000 LF | 15.00000 13200.00| 18.00000 15840.00| AGGREGATE FILLED FABRIC UNDERDRAIN, 6 | | | INCH | | | 0075 608002-001 20498.000 LF | 9.00000 184482.00| 8.46000 173413.08| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0080 608003-001 1000.000 LF | 4.00000 4000.00| 8.60000 8600.00| 3 FT 11 IN TEMPORARY FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -27 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 10 ) 55-0345840 |( 11 ) 55-0700300 |( ) |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 610001-004 36.500 LF | 77.00000 2810.50| 140.00000 5110.00| PLAIN CONCRETE CURBING, TYPE IV | | | 0090 617003-001 68.000 LF | 82.00000 5576.00| 90.00000 6120.00| ALUMINUM RAILING | | | 0095 633001-001 884.000 SY | 102.00000 90168.00| 101.80000 89991.20| CONCRETE GUTTER | | | 0100 636011-001 2540.000 UN | 1.25000 3175.00| 1.65000 4191.00| TRAFFIC CONTROL DEVICE | | | 0105 636012-010 2.000 EA | 570.00000 1140.00| 1.00000 2.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0110 636013-001 20.000 EA | 3.90000 78.00| 1.00000 20.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0115 636014-001 300.000 HR | 53.00000 15900.00| 80.00000 24000.00| FLAGGER | | | 0120 636014-002 50.000 HR | 68.00000 3400.00| 55.00000 2750.00| TRAFFIC DIRECTOR | | | 0125 636017-001 300.000 LF | 77.00000 23100.00| 28.00000 8400.00| TEMPORARY CONCRETE BARRIER | | | 0130 636025-001 1200.000 DA | 1.20000 1440.00| 1.50000 1800.00| WARNING LIGHTS, TYPE B | | | 0135 637001-001 4620.000 MG | 25.00000 115500.00| 37.50000 173250.00| WATER FOR DUST PALLIATIVE | | | 0140 638002-001 48.000 EA | 38.00000 1824.00| 150.00000 7200.00| RIGHT OF WAY MARKER | | | 0145 638003-001 12.000 EA | 200.00000 2400.00| 200.00000 2400.00| SURVEY MARKER | | | 0150 638004-001 7.000 EA | 223.00000 1561.00| 300.00000 2100.00| OUTLET MARKER | | | 0155 639001-001 LUMP | 144000.00000 144000.00| 235000.00000 235000.00| CONSTRUCTION LAYOUT STAKE | | | 0160 640002-001 14.000 MO | 4600.00000 64400.00| 2250.00000 31500.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0165 640003-001 LUMP | 7000.00000 7000.00| 4500.00000 4500.00| BUILDING EQUIPMENT | | | 0170 642001-001 8750.000 LF | 0.55000 4812.50| 0.90000 7875.00| TEMPORARY BERM | | | 0175 642002-001 398.000 LF | 10.50000 4179.00| 10.00000 3980.00| SLOPE DRAIN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -28 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 10 ) 55-0345840 |( 11 ) 55-0700300 |( ) |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 642004-001 5010.000 LB | 0.12000 601.20| 1.00000 5010.00| SEED MIXTURE, TEMPORARY | | | 0185 642004-002 2572.000 LB | 2.25000 5787.00| 2.55000 6558.60| SEED MIXTURE, B | | | 0190 642004-003 3941.000 LB | 7.30000 28769.30| 3.65000 14384.65| SEED MIXTURE, D | | | 0195 642005-001 167.000 TN | 402.00000 67134.00| 472.00000 78824.00| MULCH, STRAW OR HAY | | | 0200 642006-001 33.700 TN | 805.00000 27128.50| 375.00000 12637.50| FERTILIZER | | | 0205 642007-001 6267.000 SY | 1.25000 7833.75| 1.10000 6893.70| FIBER MATTING | | | 0210 642008-001 570.000 LF | 62.00000 35340.00| 40.00000 22800.00| TEMPORARY PIPE | | | 0215 642009-001 19000.000 LF | 1.00000 19000.00| 1.25000 23750.00| CONTOUR DITCH | | | 0220 642010-001 16.900 TN | 11.00000 185.90| 11.00000 185.90| AGRICULTURAL LIMESTONE | | | 0225 642012-001 19000.000 LF | 4.50000 85500.00| 2.65000 50350.00| SILT FENCE | | | 0230 642015-001 13250.000 LF | 13.00000 172250.00| 7.00000 92750.00| SUPER SILT FENCE | | | 0235 642031-001 191.000 EA | 66.00000 12606.00| 90.00000 17190.00| DITCH CHECK | | | 0240 642033-001 19198.000 CY | 11.00000 211178.00| 6.50000 124787.00| SEDIMENT TRAP | | | 0245 642036-001 9606.000 CY | 14.00000 134484.00| 0.01000 96.06| SEDIMENT REMOVAL | | | 0250 642040-001 38.000 EA | 225.00000 8550.00| 250.00000 9500.00| INLET PROTECTION | | | 0255 652001-001 5.700 TN | 11.00000 62.70| 11.00000 62.70| AGRICULTURAL LIMESTONE | | | 0260 652002-001 28.200 TN | 978.00000 27579.60| 375.00000 10575.00| FERTILIZER, 10-20-10 | | | 0265 652002-002 8.500 TN | 1439.00000 12231.50| 805.00000 6842.50| FERTILIZER, UREA FORMALDEHYDE | | | 0270 652003-002 3941.000 LB | 7.30000 28769.30| 5.15000 20296.15| SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -29 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 10 ) 55-0345840 |( 11 ) 55-0700300 |( ) |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 652004-001 104.600 TN | 287.00000 30020.20| 750.00000 78450.00| STRAW OR HAY MULCH | | | 0280 655002-001 5166.000 SY | 3.70000 19114.20| 3.60000 18597.60| PERMANENT EROSION MATTING, TYPE A | | | 0285 655002-001 2869.000 SY | 3.70000 10615.30| 3.60000 10328.40| PERMANENT EROSION MATTING, TYPE B | | | 0290 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | 0295 604076-016 PA1 230.000 LF | 53.00000 12190.00| 48.50000 11155.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0300 604009-016 PA1 2.000 EA | 400.00000 800.00| 800.00000 1600.00| 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0305 604037-016 PA2 230.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0310 604038-016 PA2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0315 604025-016 PA3 230.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0320 604028-016 PA3 2.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0325 604076-016 PB1 800.000 LF | 55.00000 44000.00| 48.50000 38800.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0330 604037-016 PB2 800.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0335 604025-016 PB3 800.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0340 604076-020 PD1 1935.000 LF | 64.00000 123840.00| 52.00000 100620.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -30 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 10 ) 55-0345840 |( 11 ) 55-0700300 |( ) |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 604009-020 PD1 9.000 EA | 438.00000 3942.00| 900.00000 8100.00| 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0350 604025-020 PD3 1935.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0355 604028-020 PD3 9.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0360 604076-020 PE1 965.000 LF | 75.00000 72375.00| 52.00000 50180.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0365 604037-020 PE2 965.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0370 604025-020 PE3 965.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0375 604076-022 PF1 470.000 LF | 79.00000 37130.00| 60.00000 28200.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0380 604037-022 PF2 470.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0385 604025-022 PF3 470.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0390 604076-022 PG1 42.000 LF | 99.00000 4158.00| 70.00000 2940.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0395 604009-022 PG1 1.000 EA | 1420.00000 1420.00| 2500.00000 2500.00| 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0400 604037-022 PG2 42.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0405 604038-022 PG2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -31 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 10 ) 55-0345840 |( 11 ) 55-0700300 |( ) |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 604025-022 PG3 42.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0415 604028-022 PG3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0420 604076-024 PH1 518.000 LF | 92.00000 47656.00| 70.00000 36260.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0425 604025-024 PH2 518.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0430 604076-024 PJ1 530.000 LF | 91.00000 48230.00| 70.00000 37100.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604037-024 PJ2 530.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0440 604025-024 PJ3 530.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0445 604076-024 PK1 1043.000 LF | 75.00000 78225.00| 70.00000 73010.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0450 604025-024 PK2 1043.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0455 604076-028 PL1 418.000 LF | 117.00000 48906.00| 95.00000 39710.00| 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604037-028 PL2 418.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0465 604025-028 PL3 418.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0470 604076-028 PM1 490.000 LF | 126.00000 61740.00| 105.00000 51450.00| 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -32 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 10 ) 55-0345840 |( 11 ) 55-0700300 |( ) |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0475 604037-028 PM2 490.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0480 604025-028 PM3 490.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0485 636002-001 PN1 100.000 TN | 23.00000 2300.00| 40.00000 4000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0490 636002-002 PN2 95.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 13,282,162.90| $ 14,126,835.04| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #4251 | | | 0495 212001-000 1261.000 CY | 45.50000 57375.50| 40.80000 51448.80| STRUCTURE EXCAVATION | | | 0500 212005-000 106.000 CY | 105.50000 11183.00| 102.00000 10812.00| SELECT MATERIAL FOR BACKFILLING | | | 0505 218004-001 8121.000 SY | 14.75000 119784.75| 9.79000 79504.59| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0510 601002-001 1227.000 CY | 522.00000 640494.00| 510.00000 625770.00| CLASS B CONCRETE | | | 0511 601003-001 123.000 CY | 743.00000 91389.00| 510.00000 62730.00| CLASS K CONCRETE | | | 0515 601009-001 1178.000 CY | 658.00000 775124.00| 714.00000 841092.00| CLASS H CONCRETE | | | 0520 602001-001 182426.000 LB | 1.32000 240802.32| 1.22000 222559.72| REINFORCING STEEL BAR | | | 0525 602002-001 270867.000 LB | 1.47000 398174.49| 1.48000 400883.16| EPOXY COATED REINFORCING STEEL BAR | | | 0530 603018-035 4565.000 LF | 363.00000 1657095.00| 374.34000 1708862.10| 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0535 606025-004 344.000 LF | 4.80000 1651.20| 15.30000 5263.20| 6 INCH UNDERDRAIN PIPE | | | 0540 615003-001 9741.000 LS | 95000.00000 95000.00| 28140.00000 28140.00| FABRICATED STRUCTURAL STEEL | | | 0550 616005-006 4208.000 LF | 109.00000 458672.00| 150.00000 631200.00| HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 002 -33 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9911703 COUNTIES : JEFFERSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 10 ) 55-0345840 |( 11 ) 55-0700300 |( ) |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0555 617003-001 837.000 LF | 80.00000 66960.00| 71.40000 59761.80| ALUMINUM RAILING | | | 0560 639001-001 LUMP | 66000.00000 66000.00| 15300.00000 15300.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 4,679,705.26| $ 4,743,327.37| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0565 640004-001 LUMP | 13500.00000 13500.00| 5000.00000 5000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 13,500.00| $ 5,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASIN SUMMARY | | | 0570 207001-001 2340.000 CY | 9.80000 22932.00| 12.50000 29250.00| UNCLASSIFIED EXCAVATION | | | 0575 207034-000 280.000 SY | 2.35000 658.00| 2.00000 560.00| FABRIC FOR SEPARATION | | | 0580 639001-001 LUMP | 5000.00000 5000.00| 3500.00000 3500.00| CONSTRUCTION LAYOUT STAKE | | | 0585 642036-001 3115.000 CY | 14.00000 43610.00| 1.50000 4672.50| SEDIMENT REMOVAL | | | SECTION TOTALS | $ 72,200.00| $ 37,982.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SEDIMENT BASIN RESTORATION | | | 0590 207001-001 2340.000 CY | 9.00000 21060.00| 4.00000 9360.00| UNCLASSIFIED EXCAVATION | | | SECTION TOTALS | $ 21,060.00| $ 9,360.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 18,068,628.16| $ 18,922,504.91| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : FAIRMONT CONNECTOR INTERCHANGE PROJECT(S) : X325-0019/80-000.00 07 ACTC 08WV 001 000 LOCATION: 0.13 MI N W I-79 BR 0.03 MI SE HAYMOND S ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0535003 KANAWHA STONE COMPANY, INC. $ 17,811,003.26 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 18,783,776.45 105.4616% 3 34-0938274 INDEPENDENCE EXCAVATING, INC. $ 19,279,382.89 108.2442% 4 55-0640963 LAURITA EXCAVATING, INC. $ 19,745,373.00 110.8605% 5 31-1527447 MOUNTAINEER GRADING CO. $ 19,780,638.00 111.0585% 6 55-0328627 J. F. ALLEN COMPANY $ 23,893,874.22 134.1523% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, 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 | 1229191.00000 1229191.00| 506975.62000 506975.62| 357000.00000 357000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 3900.00000 3900.00| 4100.00000 4100.00| 4200.00000 4200.00 BUILDING DEMOLITION NUMBER, 137/1 | | | 0015 202001-000 1.000 LS | 4200.00000 4200.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 137/2 | | | 0020 202001-000 1.000 LS | 3400.00000 3400.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 140/1 | | | 0025 202001-000 1.000 LS | 3999.00000 3999.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 141/1 | | | 0030 202001-000 1.000 LS | 1000.00000 1000.00| 2600.00000 2600.00| 2700.00000 2700.00 BUILDING DEMOLITION NUMBER, 141/2 | | | 0035 202001-000 1.000 LS | 3800.00000 3800.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 142/1 | | | 0040 202001-000 1.000 LS | 4100.00000 4100.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 143/1 | | | 0045 202001-000 1.000 LS | 3700.00000 3700.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 144/1 | | | 0050 202001-000 1.000 LS | 1900.00000 1900.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 144/2 | | | 0055 202001-000 1.000 LS | 1.00000 1.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 144/3 | | | 0060 202001-000 1.000 LS | 4190.00000 4190.00| 5000.00000 5000.00| 5100.00000 5100.00 BUILDING DEMOLITION NUMBER, 146/1 | | | 0065 202001-000 1.000 LS | 6950.00000 6950.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 147/1 | | | 0070 202001-000 1.000 LS | 2000.00000 2000.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 147/2 | | | 0075 202001-000 1.000 LS | 3900.00000 3900.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 148/1 | | | 0080 202001-000 1.000 LS | 4000.00000 4000.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 152/1 | | | 0085 202001-000 1.000 LS | 700.00000 700.00| 1200.00000 1200.00| 1300.00000 1300.00 BUILDING DEMOLITION NUMBER, 152/2 | | | 0090 202001-000 1.000 LS | 6000.00000 6000.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 153/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 202001-000 1.000 LS | 1500.00000 1500.00| 2500.00000 2500.00| 2600.00000 2600.00 BUILDING DEMOLITION NUMBER, 153/2 | | | 0100 202001-000 1.000 LS | 700.00000 700.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 153/3 | | | 0105 202001-000 1.000 LS | 6500.00000 6500.00| 6500.00000 6500.00| 6600.00000 6600.00 BUILDING DEMOLITION NUMBER, 155/1 | | | 0110 202001-000 1.000 LS | 1800.00000 1800.00| 2500.00000 2500.00| 2600.00000 2600.00 BUILDING DEMOLITION NUMBER, 155/2 | | | 0115 202001-000 1.000 LS | 7950.00000 7950.00| 5200.00000 5200.00| 5300.00000 5300.00 BUILDING DEMOLITION NUMBER, 156/1 | | | 0120 202001-000 1.000 LS | 4200.00000 4200.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 157/1 | | | 0125 202001-000 1.000 LS | 5950.00000 5950.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 157/2 | | | 0130 202001-000 1.000 LS | 3900.00000 3900.00| 3200.00000 3200.00| 3300.00000 3300.00 BUILDING DEMOLITION NUMBER, 158/1 | | | 0135 202001-000 1.000 LS | 3900.00000 3900.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 159/1 | | | 0140 202001-000 1.000 LS | 950.00000 950.00| 1200.00000 1200.00| 1300.00000 1300.00 BUILDING DEMOLITION NUMBER, 159/2 | | | 0145 202001-000 1.000 LS | 3500.00000 3500.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 160/1 | | | 0150 202001-000 1.000 LS | 900.00000 900.00| 1200.00000 1200.00| 1300.00000 1300.00 BUILDING DEMOLITION NUMBER, 160/2 | | | 0155 202001-000 1.000 LS | 4300.00000 4300.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 161/1 | | | 0160 202001-000 1.000 LS | 4175.00000 4175.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 162/1 | | | 0165 202001-000 1.000 LS | 2500.00000 2500.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 162/2 | | | 0170 202001-000 1.000 LS | 4999.00000 4999.00| 3200.00000 3200.00| 3300.00000 3300.00 BUILDING DEMOLITION NUMBER, 163/1 | | | 0175 202001-000 1.000 LS | 900.00000 900.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 163/2 | | | 0180 202001-000 1.000 LS | 4100.00000 4100.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 164/1 | | | 0185 202001-000 1.000 LS | 4000.00000 4000.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 165/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 202001-000 1.000 LS | 4175.00000 4175.00| 3200.00000 3200.00| 3300.00000 3300.00 BUILDING DEMOLITION NUMBER, 166/1 | | | 0195 202001-000 1.000 LS | 4250.00000 4250.00| 3200.00000 3200.00| 3300.00000 3300.00 BUILDING DEMOLITION NUMBER, 167/1 | | | 0200 202001-000 1.000 LS | 4000.00000 4000.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 168/1 | | | 0205 202001-000 1.000 LS | 1700.00000 1700.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 168/2 | | | 0210 202001-000 1.000 LS | 5500.00000 5500.00| 5000.00000 5000.00| 5100.00000 5100.00 BUILDING DEMOLITION NUMBER, 169/1 | | | 0215 202001-000 1.000 LS | 5100.00000 5100.00| 3800.00000 3800.00| 3900.00000 3900.00 BUILDING DEMOLITION NUMBER, 170/1 | | | 0220 202001-000 1.000 LS | 100.00000 100.00| 500.00000 500.00| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 170/2 | | | 0225 202001-000 1.000 LS | 7950.00000 7950.00| 4500.00000 4500.00| 4600.00000 4600.00 BUILDING DEMOLITION NUMBER, 172/1 | | | 0230 202001-000 1.000 LS | 1.00000 1.00| 700.00000 700.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 172/2 | | | 0235 202001-000 1.000 LS | 3700.00000 3700.00| 3200.00000 3200.00| 3300.00000 3300.00 BUILDING DEMOLITION NUMBER, 175/1 | | | 0240 202001-000 1.000 LS | 350.00000 350.00| 700.00000 700.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 175/2 | | | 0245 202001-000 1.000 LS | 3000.00000 3000.00| 3200.00000 3200.00| 3300.00000 3300.00 BUILDING DEMOLITION NUMBER, 176/1 | | | 0250 202001-000 1.000 LS | 3900.00000 3900.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 177/1 | | | 0255 202001-000 1.000 LS | 3200.00000 3200.00| 3200.00000 3200.00| 3300.00000 3300.00 BUILDING DEMOLITION NUMBER, 178/1 | | | 0260 202001-000 1.000 LS | 4300.00000 4300.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 179/1 | | | 0265 202001-000 1.000 LS | 3900.00000 3900.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 181/1 | | | 0270 202001-000 1.000 LS | 4900.00000 4900.00| 3900.00000 3900.00| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 182/1 | | | 0275 202001-000 1.000 LS | 450.00000 450.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 182/2 | | | 0280 202001-000 1.000 LS | 3750.00000 3750.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 183/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 202001-000 1.000 LS | 2500.00000 2500.00| 2800.00000 2800.00| 2900.00000 2900.00 BUILDING DEMOLITION NUMBER, 183/2 | | | 0290 202001-000 1.000 LS | 3750.00000 3750.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 183/3 | | | 0295 202001-000 1.000 LS | 200.00000 200.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 183/4 | | | 0300 202001-000 1.000 LS | 4100.00000 4100.00| 500.00000 500.00| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 183/5 | | | 0305 202001-000 1.000 LS | 4200.00000 4200.00| 2800.00000 2800.00| 2900.00000 2900.00 BUILDING DEMOLITION NUMBER, 184/1 | | | 0310 202001-000 1.000 LS | 4000.00000 4000.00| 2800.00000 2800.00| 2900.00000 2900.00 BUILDING DEMOLITION NUMBER, 185/1 | | | 0315 202001-000 1.000 LS | 3900.00000 3900.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 186/1 | | | 0320 202001-000 1.000 LS | 3200.00000 3200.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 188/1 | | | 0325 202001-000 1.000 LS | 700.00000 700.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 188/2 | | | 0330 202001-000 1.000 LS | 3100.00000 3100.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 189-1/1 | | | 0335 202001-000 1.000 LS | 25.00000 25.00| 500.00000 500.00| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 189-1/2 | | | 0340 202001-000 1.000 LS | 790.00000 790.00| 3800.00000 3800.00| 3900.00000 3900.00 BUILDING DEMOLITION NUMBER, 189-2/1 | | | 0345 202001-000 1.000 LS | 2400.00000 2400.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 190/1 | | | 0350 202001-000 1.000 LS | 3900.00000 3900.00| 3800.00000 3800.00| 3900.00000 3900.00 BUILDING DEMOLITION NUMBER, 191/1 | | | 0355 202001-000 1.000 LS | 100.00000 100.00| 750.00000 750.00| 850.00000 850.00 BUILDING DEMOLITION NUMBER, 191/2 | | | 0360 202001-000 1.000 LS | 1.00000 1.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 193/1 | | | 0365 202001-000 1.000 LS | 3250.00000 3250.00| 3200.00000 3200.00| 3300.00000 3300.00 BUILDING DEMOLITION NUMBER, 194/1 | | | 0370 202001-000 1.000 LS | 1.00000 1.00| 700.00000 700.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 194/2 | | | 0375 202001-000 1.000 LS | 6950.00000 6950.00| 4100.00000 4100.00| 4200.00000 4200.00 BUILDING DEMOLITION NUMBER, 195/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0380 202001-000 1.000 LS | 400.00000 400.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 195/2 | | | 0385 202001-000 1.000 LS | 400.00000 400.00| 11200.00000 11200.00| 1300.00000 1300.00 BUILDING DEMOLITION NUMBER, 195/3 | | | 0390 202001-000 1.000 LS | 3900.00000 3900.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 196/1 | | | 0395 202001-000 1.000 LS | 1800.00000 1800.00| 3200.00000 3200.00| 3300.00000 3300.00 BUILDING DEMOLITION NUMBER, 200/1 | | | 0400 202001-000 1.000 LS | 2900.00000 2900.00| 3200.00000 3200.00| 3300.00000 3300.00 BUILDING DEMOLITION NUMBER, 203/1 | | | 0405 202001-000 1.000 LS | 4950.00000 4950.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 204/1 | | | 0410 202001-000 1.000 LS | 250.00000 250.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 205/1 | | | 0415 202001-000 1.000 LS | 3200.00000 3200.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 206/1 | | | 0420 202001-000 1.000 LS | 5800.00000 5800.00| 4000.00000 4000.00| 4100.00000 4100.00 BUILDING DEMOLITION NUMBER, 208/1 | | | 0425 202001-000 1.000 LS | 1.00000 1.00| 700.00000 700.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 208/2 | | | 0430 202001-000 1.000 LS | 400.00000 400.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 209/2 | | | 0435 202001-000 1.000 LS | 4000.00000 4000.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 214/1 | | | 0440 202001-000 1.000 LS | 600.00000 600.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 214/2 | | | 0445 202001-000 1.000 LS | 3700.00000 3700.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 238/1 | | | 0450 202001-000 1.000 LS | 3900.00000 3900.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 239/1 | | | 0455 202001-000 1.000 LS | 2950.00000 2950.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 258/1 | | | 0460 202001-000 1.000 LS | 4900.00000 4900.00| 4100.00000 4100.00| 4200.00000 4200.00 BUILDING DEMOLITION NUMBER, 259/1 | | | 0465 202001-000 1.000 LS | 150.00000 150.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 259/2 | | | 0470 202001-000 1.000 LS | 250.00000 250.00| 1200.00000 1200.00| 1300.00000 1300.00 BUILDING DEMOLITION NUMBER, 260/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0475 202001-000 1.000 LS | 4100.00000 4100.00| 3600.00000 3600.00| 3700.00000 3700.00 BUILDING DEMOLITION NUMBER, 271/1 | | | 0480 202001-000 1.000 LS | 400.00000 400.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 271/2 | | | 0485 204001-000 LUMP | 880000.00000 880000.00| 800000.00000 800000.00| 86900.00000 86900.00 MOBILIZATION | | | 0490 207001-001 52369.000 CY | 9.95000 521071.55| 12.10000 633664.90| 17.00000 890273.00 UNCLASSIFIED EXCAVATION | | | 0495 207002-000 4089.000 CY | 49.44000 202160.16| 48.10000 196680.90| 61.00000 249429.00 SUBGRADE | | | 0500 207034-000 28141.000 SY | 1.68000 47276.88| 1.57000 44181.37| 2.00000 56282.00 FABRIC FOR SEPARATION | | | 0505 211001-000 340879.000 CY | 0.01000 3408.79| 4.55000 1550999.45| 6.00000 2045274.00 UNCLASSIFIED BORROW EXCAVATION | | | 0510 211002-000 287.000 CY | 51.51000 14783.37| 65.00000 18655.00| 79.00000 22673.00 ROCK BORROW EXCAVATION | | | 0515 307001-000 666.000 CY | 61.27000 40805.82| 83.65000 55710.90| 99.00000 65934.00 AGGREGATE BASE COURSE, CLASS I | | | 0520 311006-001 2601.000 CY | 135.05000 351265.05| 112.65000 293002.65| 125.00000 325125.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0525 408002-001 694.000 GA | 3.00000 2082.00| 2.50000 1735.00| 4.00000 2776.00 BITUMINOUS MATERIAL | | | 0530 415005-001 258.000 SY | 18.41000 4749.78| 30.00000 7740.00| 11.00000 2838.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0535 502001-012 453.000 SY | 218.00000 98754.00| 250.00000 113250.00| 220.00000 99660.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0540 601002-001 5.600 CY | 2189.05000 12258.68| 2500.00000 14000.00| 1800.00000 10080.00 CLASS B CONCRETE | | | 0545 604050-016 1630.000 LF | 69.70000 113611.00| 64.00000 104320.00| 40.00000 65200.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0550 604050-020 114.000 LF | 79.62000 9076.68| 90.50000 10317.00| 49.00000 5586.00 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0555 604050-022 250.000 LF | 88.28000 22070.00| 90.50000 22625.00| 55.00000 13750.00 30 INCH CORRUGATED POLYETHYLENE PIPE | | | 0560 604050-024 760.000 LF | 111.81000 84975.60| 102.00000 77520.00| 81.00000 61560.00 36 INCH CORRUGATED POLYETHYLENE PIPE | | | 0565 604050-028 246.000 LF | 143.13000 35209.98| 115.00000 28290.00| 109.22000 26868.12 48 INCH CORRUGATED POLYETHYLENE PIPE . | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0570 604050-116 2960.000 LF | 104.31000 308757.60| 87.00000 257520.00| 86.59000 256306.40 18 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH . | | | 0575 604050-120 1151.000 LF | 119.46000 137498.46| 88.00000 101288.00| 116.00000 133516.00 24 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH | | | 0580 604050-124 99.000 LF | 174.15000 17240.85| 95.00000 9405.00| 171.00000 16929.00 36 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH | | | 0585 604057-022 254.000 LF | 137.29000 34871.66| 104.00000 26416.00| 118.00000 29972.00 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0590 604057-030 236.000 LF | 150.63000 35548.68| 169.00000 39884.00| 139.00000 32804.00 54 INCH PRECOATED GALVANIZED STEEL PIPE | | | B2 | | | 0595 604085-028 515.000 LF | 266.33000 137159.95| 206.00000 106090.00| 162.00000 83430.00 48 INCH PRECOATED GALVANIZED STEEL PIPE | | | FIELD PAVED, FIELD PAVED, B2 | | | 0600 604085-034 545.000 LF | 629.79000 343235.55| 430.00000 234350.00| 545.00000 297025.00 66 INCH PRECOATED GALVANIZED STEEL PIPE | | | FIELD PAVED, FIELD PAVED, C3 | | | 0605 605001-001 15.000 EA | 3249.86000 48747.90| 4250.00000 63750.00| 4000.00000 60000.00 TYPE A MANHOLE | | | 0610 605004-001 81.000 EA | 2211.08000 179097.48| 2250.00000 182250.00| 3700.00000 299700.00 TYPE B INLET | | | 0615 605009-001 12.000 EA | 3049.37000 36592.44| 3900.00000 46800.00| 4400.00000 52800.00 TYPE G INLET | | | 0620 605014-001 6.000 EA | 29937.96000 179627.76| 39600.00000 237600.00| 30000.00000 180000.00 MODIFIED INLET, TYPE G | | | 0625 605016-001 3.000 EA | 31085.47000 93256.41| 42300.00000 126900.00| 35000.00000 105000.00 MODIFIED MANHOLE TYPE A | | | 0630 605039-001 1.000 EA | 31170.94000 31170.94| 51000.00000 51000.00| 36000.00000 36000.00 JUNCTION BOX | | | 0635 606029-001 7333.000 LF | 8.70000 63797.10| 12.40000 90929.20| 8.00000 58664.00 FREE DRAINING BASE TRENCH | | | 0640 606030-001 375.000 LF | 13.00000 4875.00| 35.00000 13125.00| 13.00000 4875.00 OUTLET PIPE, 6 IN | | | 0645 608001-006 540.000 LF | 16.50000 8910.00| 29.00000 15660.00| 16.50000 8910.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 608002-001 303.000 LF | 10.00000 3030.00| 13.00000 3939.00| 10.00000 3030.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0655 608005-001 2.000 EA | 1750.00000 3500.00| 1100.00000 2200.00| 1750.00000 3500.00 VEHICULAR GATE, CHAIN LINK , 6 FT | | | 0660 609001-001 4463.000 SY | 70.81000 316025.03| 65.00000 290095.00| 60.00000 267780.00 CONCRETE SIDEWALK | | | 0665 609002-001 493.000 CY | 75.00000 36975.00| 80.00000 39440.00| 280.00000 138040.00 BED COURSE MATERIAL | | | 0670 610003-001 9130.000 LF | 32.41000 295903.30| 27.50000 251075.00| 27.00000 246510.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I , MODIFIED | | | 0675 610003-002 3328.000 LF | 31.41000 104532.48| 27.50000 91520.00| 25.00000 83200.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II , MODIFIED | | | 0680 610003-004 291.000 LF | 32.41000 9431.31| 27.50000 8002.50| 31.00000 9021.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0685 628004-001 120.000 LF | 9.46000 1135.20| 9.00000 1080.00| 15.00000 1800.00 EXPLORATORY DRILLING AND SAMPLING, AIR | | | TRACK AND AUGER DRILLING | | | 0690 628004-001 120.000 LF | 65.00000 7800.00| 60.00000 7200.00| 10.00000 1200.00 EXPLORATORY DRILLING AND SAMPLING, CORE | | | DRILLING AND SAMPLING | | | 0695 633003-001 69.000 CY | 51.51000 3554.19| 107.00000 7383.00| 90.00000 6210.00 DUMPED ROCK GUTTER | | | 0700 636008-001 6500.000 LF | 0.35000 2275.00| 0.35000 2275.00| 0.35000 2275.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE SOLID LINE | | | 0705 636009-001 3000.000 LF | 1.10000 3300.00| 1.10000 3300.00| 1.10000 3300.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE SOLID LINE | | | 0710 636011-001 13240.000 UN | 1.23000 16285.20| 1.23000 16285.20| 1.00000 13240.00 TRAFFIC CONTROL DEVICE | | | 0715 636012-010 4.000 EA | 500.00000 2000.00| 375.00000 1500.00| 500.00000 2000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0720 636013-001 250.000 EA | 5.00000 1250.00| 4.00000 1000.00| 5.00000 1250.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0725 636014-001 900.000 HR | 60.89000 54801.00| 70.00000 63000.00| 62.09000 55881.00 FLAGGER | | | 0730 636014-002 200.000 HR | 30.00000 6000.00| 45.00000 9000.00| 64.12000 12824.00 TRAFFIC DIRECTOR | | | 0735 636017-001 450.000 LF | 32.62000 14679.00| 17.50000 7875.00| 200.00000 90000.00 TEMPORARY CONCRETE BARRIER | | | 0740 636025-001 1800.000 DA | 0.65000 1170.00| 0.65000 1170.00| 0.65000 1170.00 WARNING LIGHTS, TYPE A | | | 0745 636025-001 2500.000 DA | 1.20000 3000.00| 1.20000 3000.00| 1.20000 3000.00 WARNING LIGHTS, TYPE B | | | 0750 636025-001 2000.000 DA | 0.65000 1300.00| 0.65000 1300.00| 0.65000 1300.00 WARNING LIGHTS, TYPE C | | | 0755 637001-001 840.000 MG | 44.19000 37119.60| 85.00000 71400.00| 35.00000 29400.00 WATER FOR DUST PALLIATIVE | | | 0760 638002-001 59.000 EA | 145.43000 8580.37| 81.50000 4808.50| 185.00000 10915.00 RIGHT OF WAY MARKER | | | 0765 638003-001 4.000 EA | 234.30000 937.20| 625.00000 2500.00| 180.00000 720.00 SURVEY MARKER | | | 0770 639001-001 LUMP | 325000.00000 325000.00| 210000.00000 210000.00| 55000.00000 55000.00 CONSTRUCTION LAYOUT STAKE | | | 0775 640001-001 30.000 MO | 1682.11000 50463.30| 2500.00000 75000.00| 2500.00000 75000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0780 640003-001 LUMP | 3366.24000 3366.24| 4000.00000 4000.00| 7000.00000 7000.00 BUILDING EQUIPMENT | | | 0785 642001-001 6065.000 LF | 0.75000 4548.75| 1.00000 6065.00| 2.00000 12130.00 TEMPORARY BERM | | | 0790 642002-001 252.000 LF | 20.16000 5080.32| 28.00000 7056.00| 40.00000 10080.00 SLOPE DRAIN | | | 0795 642004-002 5873.000 LB | 3.00000 17619.00| 3.00000 17619.00| 1.00000 5873.00 SEED MIXTURE, B | | | 0800 642005-001 120.000 TN | 240.00000 28800.00| 265.00000 31800.00| 300.00000 36000.00 MULCH, STRAW OR HAY | | | 0805 642006-001 24.000 TN | 800.00000 19200.00| 1200.00000 28800.00| 600.00000 14400.00 FERTILIZER | | | 0810 642007-001 11511.000 SY | 1.00000 11511.00| 1.60000 18417.60| 1.10000 12662.10 FIBER MATTING | | | 0815 642008-001 620.000 LF | 31.07000 19263.40| 31.30000 19406.00| 45.00000 27900.00 TEMPORARY PIPE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0820 642009-001 16400.000 LF | 0.75000 12300.00| 2.30000 37720.00| 2.00000 32800.00 CONTOUR DITCH | | | 0825 642010-001 45.000 TN | 50.00000 2250.00| 10.00000 450.00| 10.00000 450.00 AGRICULTURAL LIMESTONE | | | 0830 642012-001 11000.000 LF | 3.48000 38280.00| 2.40000 26400.00| 6.00000 66000.00 SILT FENCE | | | 0835 642031-001 326.000 EA | 121.24000 39524.24| 68.00000 22168.00| 170.00000 55420.00 DITCH CHECK | | | 0840 642033-001 326.000 CY | 18.11000 5903.86| 100.00000 32600.00| 15.00000 4890.00 SEDIMENT TRAP | | | 0845 651001-001 7231.000 CY | 35.13000 254025.03| 23.00000 166313.00| 25.00000 180775.00 FURNISHING AND PLACING TOPSOIL | | | 0850 652001-001 40.000 TN | 50.00000 2000.00| 20.00000 800.00| 10.00000 400.00 AGRICULTURAL LIMESTONE | | | 0855 652002-001 14.000 TN | 800.00000 11200.00| 750.00000 10500.00| 740.00000 10360.00 FERTILIZER, 10-20-10 | | | 0860 652002-002 5.000 TN | 800.00000 4000.00| 1200.00000 6000.00| 1200.00000 6000.00 FERTILIZER, UREA FORMALDEHYDE | | | 0865 652003-001 2610.000 LB | 3.00000 7830.00| 4.90000 12789.00| 1.00000 2610.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0870 652004-001 54.000 TN | 240.00000 12960.00| 335.00000 18090.00| 350.00000 18900.00 STRAW OR HAY MULCH | | | 0875 655002-001 1925.000 SY | 3.95000 7603.75| 3.65000 7026.25| 4.00000 7700.00 PERMANENT EROSION MATTING, TYPE A | | | 0880 681001-001 LUMP | 619.18000 619.18| 619.18000 619.18| 640.00000 640.00 ASBESTOS ABATEMENT, NUMBER 141/1 | | | 0885 681001-001 LUMP | 1647.17000 1647.17| 1647.17000 1647.17| 1660.00000 1660.00 ASBESTOS ABATEMENT, NUMBER 144/1 | | | 0890 681001-001 LUMP | 753.42000 753.42| 753.42000 753.42| 755.00000 755.00 ASBESTOS ABATEMENT, NUMBER 146/1 | | | 0895 681001-001 LUMP | 153.62000 153.62| 153.62000 153.62| 160.00000 160.00 ASBESTOS ABATEMENT, NUMBER 147/1 | | | 0900 681001-001 LUMP | 5426.01000 5426.01| 5426.01000 5426.01| 5600.00000 5600.00 ASBESTOS ABATEMENT, NUMBER 152/1 | | | 0905 681001-001 LUMP | 3042.23000 3042.23| 3042.23000 3042.23| 3200.00000 3200.00 ASBESTOS ABATEMENT, NUMBER 153/1 | | | 0910 681001-001 LUMP | 1000.92000 1000.92| 1000.92000 1000.92| 1000.00000 1000.00 ASBESTOS ABATEMENT, NUMBER 159/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0915 681001-001 LUMP | 6441.50000 6441.50| 6441.50000 6441.50| 6460.00000 6460.00 ASBESTOS ABATEMENT, NUMBER 160/1 | | | 0920 681001-001 LUMP | 4037.04000 4037.04| 4037.04000 4037.04| 4040.00000 4040.00 ASBESTOS ABATEMENT, NUMBER 161/1 | | | 0925 681001-001 LUMP | 820.01000 820.01| 820.01000 820.01| 820.00000 820.00 ASBESTOS ABATEMENT, NUMBER 164/1 | | | 0930 681001-001 LUMP | 706.88000 706.88| 706.88000 706.88| 700.00000 700.00 ASBESTOS ABATEMENT, NUMBER 165/1 | | | 0935 681001-001 LUMP | 744.11000 744.11| 744.11000 744.11| 800.00000 800.00 ASBESTOS ABATEMENT, NUMBER 172/1 | | | 0940 681001-001 LUMP | 845.86000 845.86| 845.86000 845.86| 850.00000 850.00 ASBESTOS ABATEMENT, NUMBER 175/1 | | | 0945 681001-001 LUMP | 3733.91000 3733.91| 3733.91000 3733.91| 3750.00000 3750.00 ASBESTOS ABATEMENT, NUMBER 176/1 | | | 0950 681001-001 LUMP | 333.06000 333.06| 333.06000 333.06| 350.00000 350.00 ASBESTOS ABATEMENT, NUMBER 177/1 | | | 0955 681001-001 LUMP | 4032.42000 4032.42| 4032.42000 4032.42| 4050.00000 4050.00 ASBESTOS ABATEMENT, NUMBER 178/1 | | | 0960 681001-001 LUMP | 20263.80000 20263.80| 20263.80000 20263.80| 20300.00000 20300.00 ASBESTOS ABATEMENT, NUMBER 182/1 | | | 0965 681001-001 LUMP | 392.31000 392.31| 392.31000 392.31| 400.00000 400.00 ASBESTOS ABATEMENT, NUMBER 184/1 | | | 0970 681001-001 LUMP | 876.20000 876.20| 876.20000 876.20| 900.00000 900.00 ASBESTOS ABATEMENT, NUMBER 185/1 | | | 0975 681001-001 LUMP | 1136.30000 1136.30| 1136.30000 1136.30| 1200.00000 1200.00 ASBESTOS ABATEMENT, NUMBER 186/1 | | | 0980 681001-001 LUMP | 4385.37000 4385.37| 4385.37000 4385.37| 4400.00000 4400.00 ASBESTOS ABATEMENT, NUMBER 191/1 | | | 0985 681001-001 LUMP | 110.00000 110.00| 110.00000 110.00| 120.00000 120.00 ASBESTOS ABATEMENT, NUMBER 196/1 | | | 0990 681001-001 LUMP | 243.80000 243.80| 243.80000 243.80| 245.00000 245.00 ASBESTOS ABATEMENT, NUMBER 200/1 | | | 0995 681001-001 LUMP | 697.21000 697.21| 697.21000 697.21| 700.00000 700.00 ASBESTOS ABATEMENT, NUMBER 204/1 | | | 1000 681001-001 LUMP | 7182.28000 7182.28| 7182.28000 7182.28| 7200.00000 7200.00 ASBESTOS ABATEMENT, NUMBER 206/1 | | | 1005 681001-001 LUMP | 1.00000 1.00| 2000.00000 2000.00| 300.00000 300.00 ASBESTOS ABATEMENT, NUMBER 207/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1010 681001-001 LUMP | 1.00000 1.00| 2000.00000 2000.00| 300.00000 300.00 ASBESTOS ABATEMENT, NUMBER 207/2 | | | 1015 681001-001 LUMP | 2242.00000 2242.00| 2242.00000 2242.00| 2300.00000 2300.00 ASBESTOS ABATEMENT, NUMBER 208/1 | | | 1020 681001-001 LUMP | 3207.37000 3207.37| 3207.37000 3207.37| 3210.00000 3210.00 ASBESTOS ABATEMENT, NUMBER 259/1 | | | 1025 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 1030 401001-011 AA1 6527.000 TN | 82.69000 539717.63| 80.00000 522160.00| 80.00000 522160.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1035 401001-012 AA2 6192.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1040 401001-011 AB1 4274.000 TN | 91.83000 392481.42| 94.50000 403893.00| 90.00000 384660.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 25 | | | 1045 401001-012 AB2 4055.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 25 | | | 1050 402001-011 AC1 2135.000 TN | 115.00000 245525.00| 116.00000 247660.00| 105.00000 224175.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1055 402001-012 AC2 2024.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1060 636002-001 AD1 100.000 TN | 25.76000 2576.00| 75.00000 7500.00| 40.00000 4000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1065 636002-002 AD2 92.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 8,691,334.92| $ 9,274,340.02| $ 9,166,010.62 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASINS | | | 1070 642036-001 1688.000 CY | 6.46000 10904.48| 10.00000 16880.00| 20.00000 33760.00 SEDIMENT REMOVAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1075 642050-001 1.000 EA | 622.64000 622.64| 2150.00000 2150.00| 1000.00000 1000.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 11,527.12| $ 19,030.00| $ 34,760.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10307 | | | 1080 212005-000 93.000 CY | 100.00000 9300.00| 125.00000 11625.00| 130.00000 12090.00 SELECT MATERIAL FOR BACKFILLING | | | 1085 218005-000 290.000 SY | 80.00000 23200.00| 60.00000 17400.00| 56.00000 16240.00 CONCRETE SLOPE PROTECTION | | | 1090 601002-001 133.000 CY | 500.00000 66500.00| 740.00000 98420.00| 500.00000 66500.00 CLASS B CONCRETE | | | 1095 601003-001 45.000 CY | 740.00000 33300.00| 600.00000 27000.00| 590.00000 26550.00 CLASS K CONCRETE | | | 1100 601003-003 21.000 CY | 1510.00000 31710.00| 1200.00000 25200.00| 1450.00000 30450.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1105 601009-001 386.000 CY | 780.00000 301080.00| 620.00000 239320.00| 775.00000 299150.00 CLASS H CONCRETE | | | 1110 602001-001 12908.000 LB | 1.32000 17038.56| 1.20000 15489.60| 1.20000 15489.60 REINFORCING STEEL BAR | | | 1115 602002-001 78213.000 LB | 1.38000 107933.94| 1.25000 97766.25| 1.20000 93855.60 EPOXY COATED REINFORCING STEEL BAR | | | 1120 603018-020 693.000 LF | 370.00000 256410.00| 400.00000 277200.00| 368.00000 255024.00 54 INCH PRESTRESSED CONCRETE I BEAM | | | 1125 615029-001 18.000 EA | 1200.00000 21600.00| 1550.00000 27900.00| 1200.00000 21600.00 NON-GUIDED BEARING, ISOMETRICAL | | | 1130 616005-008 1044.000 LF | 112.00000 116928.00| 165.00000 172260.00| 112.00000 116928.00 HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1135 617002-001 240.000 LF | 129.00000 30960.00| 130.00000 31200.00| 125.00000 30000.00 FERROUS METAL RAILING | | | 1140 639001-001 LUMP | 16000.00000 16000.00| 8000.00000 8000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,031,960.50| $ 1,048,780.85| $ 991,377.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 MSE WALLS | | | 1145 626002-001 AE1 63436.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -15 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1150 626002-002 AE2 63436.000 SF | 61.65000 3910829.40| 54.50000 3457262.00| 81.00000 5138316.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1155 626002-003 AE3 63436.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1160 626002-004 AE4 63436.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1165 626002-005 AE5 63436.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 3,910,829.40| $ 3,457,262.00| $ 5,138,316.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 MOMENT SLABS AND PARAPETS | | | 1170 601003-001 1002.000 CY | 210.00000 210420.00| 409.00000 409818.00| 205.00000 205410.00 CLASS K CONCRETE | | | 1175 601003-003 361.000 CY | 712.00000 257032.00| 1139.50000 411359.50| 705.00000 254505.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1180 602001-001 124258.000 LB | 1.32000 164020.56| 1.65000 205025.70| 1.28000 159050.24 REINFORCING STEEL BAR | | | 1185 602002-001 96846.000 LB | 1.37000 132679.02| 1.88000 182070.48| 1.48000 143332.08 EPOXY COATED REINFORCING STEEL BAR | | | 1190 617002-001 2497.000 LF | 88.50000 220984.50| 79.95000 199635.15| 80.00000 199760.00 FERROUS METAL RAILING | | | SECTION TOTALS | $ 985,136.08| $ 1,407,908.83| $ 962,057.32 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 ARCH TOPPED CULVERT | | | 1195 618001-001 48.000 LF | 6409.40000 307651.20| 6300.00000 302400.00| 5000.00000 240000.00 PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, . | | | SECTION TOTALS | $ 307,651.20| $ 302,400.00| $ 240,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 SIGNING AND PAVEMENT MARKINGS | | | 1200 657003-001 578.000 LF | 73.20000 42309.60| 89.00000 51442.00| 89.00000 51442.00 TUBULAR SUPPORT, STEEL . | | | 1205 657006-001 111.000 LF | 58.50000 6493.50| 49.00000 5439.00| 49.00000 5439.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 1210 657017-001 3.000 CY | 1300.00000 3900.00| 1300.00000 3900.00| 1300.00000 3900.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE , ROADSIDE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -16 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1215 657019-001 1.000 EA | 4300.00000 4300.00| 3440.00000 3440.00| 3440.00000 3440.00 PIPE POST | | | 1220 658001-001 8.000 CY | 1400.00000 11200.00| 1850.00000 14800.00| 1850.00000 14800.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD , OVERHEAD | | | 1225 658003-001 1.000 EA | 51000.00000 51000.00| 52890.00000 52890.00| 49000.00000 49000.00 OVERHEAD SIGN, GALVANIZED STEEL , 01 | | | 1230 659001-001 LUMP | 6600.00000 6600.00| 6600.00000 6600.00| 6600.00000 6600.00 SIGN LIGHTING, TYPE 3 | | | 1235 661001-001 718.000 SF | 23.50000 16873.00| 17.00000 12206.00| 17.00000 12206.00 0.080 IN FLAT SHEET SIGN | | | 1240 661002-001 249.000 SF | 24.50000 6100.50| 20.00000 4980.00| 20.00000 4980.00 EXTRUDED PANEL SIGN | | | 1245 663001-004 9000.000 LF | 0.35000 3150.00| 0.35000 3150.00| 0.35000 3150.00 EDGE LINE, TYPE II ,WHITE | | | 1250 663001-004 3350.000 LF | 0.35000 1172.50| 0.35000 1172.50| 0.35000 1172.50 EDGE LINE, TYPE II ,YELLOW | | | 1255 663002-005 685.000 LF | 0.35000 239.75| 0.35000 239.75| 0.35000 239.75 LANE LINE OR CENTERLINE, TYPE II , WHIT | | | 1260 663003-005 4680.000 LF | 0.35000 1638.00| 0.35000 1638.00| 0.35000 1638.00 BARRIER LINE, TYPE II | | | 1265 663004-004 705.000 LF | 0.50000 352.50| 0.50000 352.50| 0.50000 352.50 CHANNELIZING LINE, TYPE II , (8") | | | 1270 663005-010 253.000 LF | 11.00000 2783.00| 11.00000 2783.00| 11.00000 2783.00 STOP LINE, TYPE V (24") | | | 1275 663009-025 2.000 EA | 175.00000 350.00| 175.00000 350.00| 175.00000 350.00 BICYCLE SYMBOL, TYPE V | | | 1280 663010-010 11.000 EA | 155.00000 1705.00| 155.00000 1705.00| 155.00000 1705.00 LANE ARROW, TYPE V | | | 1285 663011-010 4.000 EA | 55.00000 220.00| 55.00000 220.00| 55.00000 220.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 160,387.35| $ 167,307.75| $ 163,417.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 HIGHWAY LIGHTING | | | 1290 662002-001 LUMP | 8400.00000 8400.00| 8400.00000 8400.00| 8400.00000 8400.00 GALVANIZED STEEL CONDUIT , 04 | | | 1295 662002-001 LUMP | 6300.00000 6300.00| 6300.00000 6300.00| 6300.00000 6300.00 GALVANIZED STEEL CONDUIT ,03 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -17 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1300 662003-001 1.000 LS | 18034.00000 18034.00| 18034.00000 18034.00| 18034.00000 18034.00 POLYVINYLCHLORIDE CONDUIT, 03 | | | 1305 662003-001 1.000 LS | 47276.00000 47276.00| 47276.00000 47276.00| 47276.00000 47276.00 POLYVINYLCHLORIDE CONDUIT, 04 | | | 1310 662006-001 23.000 EA | 925.00000 21275.00| 925.00000 21275.00| 925.00000 21275.00 JUNCTION BOX, TYPE B | | | 1315 662006-001 100.000 EA | 790.00000 79000.00| 790.00000 79000.00| 790.00000 79000.00 JUNCTION BOX, TYPE H,10 X 10 | | | 1320 662006-001 11.000 EA | 1100.00000 12100.00| 1100.00000 12100.00| 1100.00000 12100.00 JUNCTION BOX, TYPE H, 18 X 18 | | | 1325 662007-001 69.000 EA | 1275.00000 87975.00| 1275.00000 87975.00| 1275.00000 87975.00 LUMINAIRE, , 50W | | | 1330 662007-001 40.000 EA | 1180.00000 47200.00| 1180.00000 47200.00| 1180.00000 47200.00 LUMINAIRE, , 150W | | | 1335 662008-001 1.000 LS | 45900.00000 45900.00| 45900.00000 45900.00| 45900.00000 45900.00 CABLE, , 03 | | | 1340 662008-001 1.000 LS | 55250.00000 55250.00| 55250.00000 55250.00| 55250.00000 55250.00 CABLE, , 04 | | | 1345 662010-005 16.000 EA | 3314.00000 53024.00| 3314.00000 53024.00| 3314.00000 53024.00 LIGHTING SUPPORT, TYPE V, (15-0) | | | 1350 662010-005 20.000 EA | 4353.00000 87060.00| 4353.00000 87060.00| 4353.00000 87060.00 LIGHTING SUPPORT, TYPE V, (18-0) | | | 1355 662010-006 69.000 EA | 3281.00000 226389.00| 3281.00000 226389.00| 3000.00000 207000.00 LIGHTING SUPPORT, TYPE VI (12-0) | | | 1360 662013-001 LUMP | 7300.00000 7300.00| 7300.00000 7300.00| 7300.00000 7300.00 SERVICE AND CONTROL STATION, , 03 | | | 1365 662013-001 LUMP | 7300.00000 7300.00| 7300.00000 7300.00| 7300.00000 7300.00 SERVICE AND CONTROL STATION, , 04 | | | 1370 662014-001 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 INCIDENTAL ELECTRICAL WORK | | | 1375 662015-001 1.000 LS | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 ELECTRICAL TEST, , 03 | | | 1380 662015-001 1.000 LS | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 ELECTRICAL TEST, , 04 | | | SECTION TOTALS | $ 811,783.00| $ 811,783.00| $ 792,394.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 TRAFFIC SIGNALS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -18 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1385 660001-001 LUMP | 10800.00000 10800.00| 10800.00000 10800.00| 10800.00000 10800.00 SIGNAL CONTROLLER , 01 | | | 1390 660002-020 LUMP | 21200.00000 21200.00| 21200.00000 21200.00| 5000.00000 5000.00 TRAFFIC DETECTOR, VTDS | | | 1395 660003-001 8.000 EA | 740.00000 5920.00| 740.00000 5920.00| 740.00000 5920.00 SIGNAL SECTION, G-16 | | | 1400 660003-006 30.000 EA | 402.00000 12060.00| 402.00000 12060.00| 400.00000 12000.00 SIGNAL SECTION, V-12 | | | 1405 660004-025 4.000 EA | 17440.00000 69760.00| 17440.00000 69760.00| 15000.00000 60000.00 SIGNAL SUPPORT, A1 | | | 1410 660005-010 4.000 EA | 802.00000 3208.00| 802.00000 3208.00| 800.00000 3200.00 JUNCTION BOX, TYPE H | | | 1415 660007-001 LUMP | 20974.00000 20974.00| 20974.00000 20974.00| 17000.00000 17000.00 MISCELLANEOUS SIGNAL , 01 | | | 1420 660010-001 1.000 EA | 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 PRIORITY CONTROL SYSTEM DETECTOR D1 | | | 1425 660060-001 LUMP | 1890.00000 1890.00| 1890.00000 1890.00| 1890.00000 1890.00 MISCELLANEOUS RADIO INSTALLATION , 01 | | | 1430 660060-002 1.000 EA | 4200.00000 4200.00| 4200.00000 4200.00| 4200.00000 4200.00 SPREAD SPECTRUM RADIO TRANSCEIVER | | | SECTION TOTALS | $ 153,012.00| $ 153,012.00| $ 123,010.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 WATERLINE RELOCATION | | | 1435 639001-001 LUMP | 5564.93000 5564.93| 14200.00000 14200.00| 11000.00000 11000.00 CONSTRUCTION LAYOUT STAKE | | | 1440 670004-181 260.000 LF | 56.40000 14664.00| 66.00000 17160.00| 59.00000 15340.00 4 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1445 670004-201 952.000 LF | 44.84000 42687.68| 47.50000 45220.00| 48.00000 45696.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1450 670007-012 323.000 LF | 29.65000 9576.95| 49.00000 15827.00| 49.00000 15827.00 2 INCH PLASTIC PIPE, CLASS 50 | | | 1455 670008-040 30.000 LF | 18.00000 540.00| 44.50000 1335.00| 50.00000 1500.00 3/4 INCH COPPER SERVICE PIPE | | | 1460 670009-120 4.000 EA | 750.00000 3000.00| 925.00000 3700.00| 400.00000 1600.00 2 INCH GATE VALVE AND VALVE BOX | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -19 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1465 670009-180 2.000 EA | 835.00000 1670.00| 950.00000 1900.00| 600.00000 1200.00 4 INCH GATE VALVE AND VALVE BOX | | | 1470 670009-200 2.000 EA | 1175.00000 2350.00| 1265.00000 2530.00| 800.00000 1600.00 6 INCH GATE VALVE AND VALVE BOX | | | 1475 670010-260 77.000 LF | 52.00000 4004.00| 122.50000 9432.50| 200.00000 15400.00 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 1480 670014-001 2.000 EA | 2000.00000 4000.00| 4500.00000 9000.00| 3000.00000 6000.00 RELOCATE FIRE HYDRANT | | | 1485 670019-120 1.000 EA | 900.00000 900.00| 1750.00000 1750.00| 2500.00000 2500.00 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | SECTION TOTALS | $ 88,957.56| $ 122,054.50| $ 117,663.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 SEWERLINE RELOCATION | | | 1490 608001-006 56.000 LF | 20.00000 1120.00| 29.00000 1624.00| 20.00000 1120.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 1495 608005-001 1.000 EA | 1500.00000 1500.00| 1600.00000 1600.00| 1500.00000 1500.00 VEHICULAR GATE, CHAIN LINK , 10 FT | | | 1500 639001-001 LUMP | 5564.93000 5564.93| 14900.00000 14900.00| 6300.00000 6300.00 CONSTRUCTION LAYOUT STAKE | | | 1505 670007-010 466.000 LF | 24.50000 11417.00| 24.50000 11417.00| 32.00000 14912.00 1.5 INCH PLASTIC PIPE, CLASS 50 | | | 1510 670010-180 63.000 LF | 32.00000 2016.00| 91.00000 5733.00| 180.00000 11340.00 4 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 1515 670019-001 1.000 EA | 3000.00000 3000.00| 3900.00000 3900.00| 4300.00000 4300.00 SPECIAL VALVE, 1.5 INCH AIR RELEASE | | | COMPLETE WITH BOX | | | 1520 675007-022 1409.000 LF | 38.00000 53542.00| 59.50000 83835.50| 59.00000 83131.00 8 INCH PLASTIC SEWER PIPE | | | 1525 675014-001 5.000 EA | 1500.00000 7500.00| 5000.00000 25000.00| 10000.00000 50000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1530 675016-001 5.000 EA | 1250.00000 6250.00| 6300.00000 31500.00| 11000.00000 55000.00 SPECIAL MANHOLE COMPLETE, INCLUDING | | | CASTING | | | 1535 675018-001 2.000 EA | 1750.00000 3500.00| 1600.00000 3200.00| 800.00000 1600.00 ADJUSTING MANHOLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -20 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1540 675027-001 4.000 EA | 883.02000 3532.08| 1600.00000 6400.00| 9500.00000 38000.00 MANHOLE REMOVAL | | | 1545 675028-001 LUMP | 35650.00000 35650.00| 62500.00000 62500.00| 38000.00000 38000.00 LIFT STATION AND VALVE VAULT | | | SECTION TOTALS | $ 134,592.01| $ 251,609.50| $ 305,203.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 LANDSCAPING | | | 1550 401002-001 66.000 TN | 130.00000 8580.00| 185.00000 12210.00| 330.00000 21780.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | 1555 601002-001 13.000 CY | 617.54000 8028.02| 1097.00000 14261.00| 150.00000 1950.00 CLASS B CONCRETE | | | 1560 606025-004 111.000 LF | 21.13000 2345.43| 46.00000 5106.00| 13.00000 1443.00 6 INCH UNDERDRAIN PIPE | | | 1565 606029-001 50.000 LF | 30.18000 1509.00| 26.50000 1325.00| 9.00000 450.00 FREE DRAINING BASE TRENCH | | | 1570 608001-004 2362.000 LF | 13.50000 31887.00| 29.00000 68498.00| 14.00000 33068.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 1575 609001-001 2538.000 SY | 132.02000 335066.76| 140.00000 355320.00| 65.00000 164970.00 CONCRETE SIDEWALK | | | 1580 609002-001 191.000 CY | 171.80000 32813.80| 145.00000 27695.00| 250.00000 47750.00 BED COURSE MATERIAL | | | 1585 609003-001 1796.000 SY | 177.45000 318700.20| 200.00000 359200.00| 135.00000 242460.00 SIDEWALK, BRICK PAVERS | | | 1590 609003-001 403.000 SY | 164.30000 66212.90| 200.00000 80600.00| 200.00000 80600.00 SIDEWALK, CONCRETE PAVERS | | | 1595 609003-001 193.000 SY | 1157.00000 223301.00| 1600.00000 308800.00| 850.00000 164050.00 SIDEWALK, GRANITE SLAB | | | 1600 609003-001 27.000 SY | 1503.00000 40581.00| 1300.00000 35100.00| 1400.00000 37800.00 SIDEWALK, STEPS | | | 1605 610001-003 105.000 LF | 46.50000 4882.50| 77.00000 8085.00| 33.00000 3465.00 PLAIN CONCRETE CURBING, TYPE III , | | | MODIFIED | | | 1610 617001-002 15.000 LF | 75.00000 1125.00| 210.00000 3150.00| 60.00000 900.00 PIPE RAILING, TUBULAR STEEL | | | 1615 626001-001 270.000 SF | 249.15000 67270.50| 360.00000 97200.00| 225.00000 60750.00 RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE , REINFORCED | | | CONCRETE LANDSCAPE WALL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -21 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1620 639001-001 LUMP | 5564.93000 5564.93| 11000.00000 11000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 1625 651001-002 177.000 CY | 65.00000 11505.00| 60.00000 10620.00| 60.00000 10620.00 FURNISHING AND PLACING TOPSOIL FOR | | | PLANTINGS | | | 1630 652003-006 259.000 LB | 150.00000 38850.00| 12.00000 3108.00| 12.00000 3108.00 SEED MIXTURE, MEADOW MIX A | | | 1635 652003-006 135.000 LB | 200.00000 27000.00| 12.00000 1620.00| 12.00000 1620.00 SEED MIXTURE, MEADOW MIX B | | | 1640 653006-001 267.000 MG | 50.00000 13350.00| 115.00000 30705.00| 115.00000 30705.00 WATER FOR PLANTS | | | 1645 654001-001 16.000 EA | 461.00000 7376.00| 380.00000 6080.00| 380.00000 6080.00 TREE, DECIDUOUS, ACER SACCHARUM | | | 1650 654001-001 3.000 EA | 263.00000 789.00| 300.00000 900.00| 300.00000 900.00 TREE, DECIDUOUS, AESCULUS OCTANDRA | | | 1655 654001-001 6.000 EA | 271.00000 1626.00| 160.00000 960.00| 160.00000 960.00 TREE, DECIDUOUS, CARYA OVATA | | | 1660 654001-001 31.000 EA | 154.00000 4774.00| 160.00000 4960.00| 160.00000 4960.00 TREE, DECIDUOUS, CARYA TOMENTOSA | | | 1665 654001-001 14.000 EA | 180.00000 2520.00| 160.00000 2240.00| 160.00000 2240.00 TREE, DECIDUOUS, DIOSPYROS VIRGINIANA | | | 1670 654001-001 9.000 EA | 173.00000 1557.00| 160.00000 1440.00| 160.00000 1440.00 TREE, DECIDUOUS, FAGUS GRANDIFOLIA | | | 1675 654001-001 27.000 EA | 300.00000 8100.00| 425.00000 11475.00| 425.00000 11475.00 TREE, DECIDUOUS, FRAXINUS AMERICANA, | | | "JUNGINGER" | | | 1680 654001-001 12.000 EA | 481.00000 5772.00| 425.00000 5100.00| 425.00000 5100.00 TREE, DECIDUOUS, FRAXINUS AMERICANA, | | | "SKYLINE" | | | 1685 654001-001 38.000 EA | 300.00000 11400.00| 350.00000 13300.00| 350.00000 13300.00 TREE, DECIDUOUS, LIRIODENRON TULIPIFERA | | | 1690 654001-001 3.000 EA | 340.00000 1020.00| 220.00000 660.00| 220.00000 660.00 TREE, DECIDUOUS, MAGNOLIA ACUMINATA | | | 1695 654001-001 28.000 EA | 325.00000 9100.00| 265.00000 7420.00| 265.00000 7420.00 TREE, DECIDUOUS, NYSSA SYLVATICA | | | 1700 654001-001 9.000 EA | 230.00000 2070.00| 250.00000 2250.00| 250.00000 2250.00 TREE, DECIDUOUS, QUERCUS ALBA | | | 1705 654001-001 9.000 EA | 230.00000 2070.00| 250.00000 2250.00| 250.00000 2250.00 TREE, DECIDUOUS, QUERCUS COCCINEA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -22 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1710 654001-001 49.000 EA | 161.00000 7889.00| 160.00000 7840.00| 160.00000 7840.00 TREE, DECIDUOUS, QUERCUS PRINUS | | | 1715 654001-001 57.000 EA | 400.00000 22800.00| 425.00000 24225.00| 425.00000 24225.00 TREE, DECIDUOUS, QUERCUS RUBRA | | | 1720 654001-001 54.000 EA | 257.00000 13878.00| 200.00000 10800.00| 200.00000 10800.00 TREE, DECIDUOUS, QUERCUS STELLATA | | | 1725 654001-001 8.000 EA | 178.00000 1424.00| 160.00000 1280.00| 160.00000 1280.00 TREE, DECIDUOUS, QUERCUS VELUTINA | | | 1730 654001-001 32.000 EA | 173.00000 5536.00| 160.00000 5120.00| 160.00000 5120.00 TREE, DECIDUOUS, SASSARTAS ALBIDUM | | | 1735 654002-001 44.000 EA | 120.00000 5280.00| 150.00000 6600.00| 150.00000 6600.00 TREE, ORNAMENTAL FLOWERING, AMELANCHIER | | | ARBOREA | | | 1740 654002-001 3.000 EA | 100.00000 300.00| 150.00000 450.00| 150.00000 450.00 TREE, ORNAMENTAL FLOWERING, AMELANCHIER | | | CANADENSIS | | | 1745 654002-001 112.000 EA | 30.00000 3360.00| 150.00000 16800.00| 150.00000 16800.00 TREE, ORNAMENTAL FLOWERING, CERCIS | | | CANADENSIS | | | 1750 654002-001 62.000 EA | 72.00000 4464.00| 150.00000 9300.00| 150.00000 9300.00 TREE, ORNAMENTAL FLOWERING, CRATAEGUS | | | CRUS-GALLIVAR, INERMIS | | | 1755 654002-001 10.000 EA | 100.00000 1000.00| 150.00000 1500.00| 150.00000 1500.00 TREE, ORNAMENTAL FLOWERING, OXYDENDRON | | | ARBOREUM | | | 1760 654002-001 23.000 EA | 60.00000 1380.00| 50.00000 1150.00| 50.00000 1150.00 TREE, ORNAMENTAL FLOWERING, PRUNUS | | | AMERICANA | | | 1765 654002-001 18.000 EA | 121.00000 2178.00| 100.00000 1800.00| 100.00000 1800.00 TREE, ORNAMENTAL FLOWERING, VIBURNUM | | | PRUNIFOLIUM | | | 1770 654003-001 233.000 EA | 10.00000 2330.00| 25.00000 5825.00| 25.00000 5825.00 SHRUB, DECIDUOUS, JUNIPERUS | | | HORIZONTALIS "WILTONONII" | | | 1775 654003-001 933.000 EA | 10.00000 9330.00| 25.00000 23325.00| 25.00000 23325.00 SHRUB, DECIDUOUS, RHUS COPALLINA | | | 1780 654003-001 933.000 EA | 10.00000 9330.00| 25.00000 23325.00| 25.00000 23325.00 SHRUB, DECIDUOUS, RHUS GLABRA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -23 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 34-0938274 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1785 654003-001 108.000 EA | 15.00000 1620.00| 50.00000 5400.00| 50.00000 5400.00 SHRUB, DECIDUOUS, VIBURNUM DENTATUM | | | "BLUE MUFFIN" | | | 1790 654005-001 22.000 EA | 120.00000 2640.00| 160.00000 3520.00| 160.00000 3520.00 TREE, EVERGREEN, ABIES BALSAMEA VAR, | | | PHANEROLEPIS | | | 1795 654005-001 9.000 EA | 100.00000 900.00| 300.00000 2700.00| 300.00000 2700.00 TREE, EVERGREEN, ILEX OPACA | | | 1800 654005-001 44.000 EA | 133.00000 5852.00| 160.00000 7040.00| 160.00000 7040.00 TREE, EVERGREEN, PICEA GLAUCA | | | 1805 654005-001 15.000 EA | 210.00000 3150.00| 170.00000 2550.00| 170.00000 2550.00 TREE, EVERGREEN, PICEA GLAUCA "DENSATA" | | | 1810 654005-001 54.000 EA | 141.00000 7614.00| 170.00000 9180.00| 170.00000 9180.00 TREE, EVERGREEN, PINUS RIGIDA | | | 1815 654005-001 97.000 EA | 100.00000 9700.00| 160.00000 15520.00| 160.00000 15520.00 TREE, EVERGREEN, PINUS STROBUS | | | 1820 654005-001 2.000 EA | 300.00000 600.00| 200.00000 400.00| 200.00000 400.00 TREE, EVERGREEN, TSUGA CANADENSIS | | | 1825 672002-003 4.000 EA | 2958.16000 11832.64| 2500.00000 10000.00| 2500.00000 10000.00 SITE FURNISHINGS, BENCH | | | 1830 672002-003 2.000 EA | 41199.42000 82398.84| 36450.00000 72900.00| 25000.00000 50000.00 SITE FURNISHINGS, BUS SHELTER | | | 1835 672002-003 2.000 EA | 2649.30000 5298.60| 1800.00000 3600.00| 3000.00000 6000.00 SITE FURNISHINGS, TRASH RECEPTACLE | | | SECTION TOTALS | $ 1,518,832.12| $ 1,764,788.00| $ 1,238,174.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 COMPUTER SYSTEM | | | 1840 640004-001 LUMP | 5000.00000 5000.00| 3500.00000 3500.00| 7000.00000 7000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 3,500.00| $ 7,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,811,003.26| $ 18,783,776.45| $ 19,279,382.89 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -24 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 127748.22000 127748.22| 725000.00000 725000.00| 1710133.20000 1710133.20 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 3996.10000 3996.10| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 137/1 | | | 0015 202001-000 1.000 LS | 2498.38000 2498.38| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 137/2 | | | 0020 202001-000 1.000 LS | 3996.10000 3996.10| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 140/1 | | | 0025 202001-000 1.000 LS | 3996.10000 3996.10| 4600.00000 4600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 141/1 | | | 0030 202001-000 1.000 LS | 99.26000 99.26| 1600.00000 1600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 141/2 | | | 0035 202001-000 1.000 LS | 3996.10000 3996.10| 4400.00000 4400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 142/1 | | | 0040 202001-000 1.000 LS | 4496.27000 4496.27| 4200.00000 4200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 143/1 | | | 0045 202001-000 1.000 LS | 3996.10000 3996.10| 4300.00000 4300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 144/1 | | | 0050 202001-000 1.000 LS | 1998.45000 1998.45| 2500.00000 2500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 144/2 | | | 0055 202001-000 1.000 LS | 0.93000 0.93| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 144/3 | | | 0060 202001-000 1.000 LS | 3996.10000 3996.10| 7500.00000 7500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 146/1 | | | 0065 202001-000 1.000 LS | 4496.27000 4496.27| 7600.00000 7600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 147/1 | | | 0070 202001-000 1.000 LS | 500.08000 500.08| 2600.00000 2600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 147/2 | | | 0075 202001-000 1.000 LS | 3996.10000 3996.10| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 148/1 | | | 0080 202001-000 1.000 LS | 3996.10000 3996.10| 1800.00000 1800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 152/1 | | | 0085 202001-000 1.000 LS | 99.26000 99.26| 1300.00000 1300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 152/2 | | | 0090 202001-000 1.000 LS | 4496.27000 4496.27| 6600.00000 6600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 153/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -25 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 202001-000 1.000 LS | 249.60000 249.60| 2100.00000 2100.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 153/2 | | | 0100 202001-000 1.000 LS | 99.26000 99.26| 1300.00000 1300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 153/3 | | | 0105 202001-000 1.000 LS | 4996.12000 4996.12| 7100.00000 7100.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 155/1 | | | 0110 202001-000 1.000 LS | 500.08000 500.08| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 155/2 | | | 0115 202001-000 1.000 LS | 4996.12000 4996.12| 8600.00000 8600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 156/1 | | | 0120 202001-000 1.000 LS | 3996.10000 3996.10| 4800.00000 4800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 157/1 | | | 0125 202001-000 1.000 LS | 5496.20000 5496.20| 4800.00000 4800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 157/2 | | | 0130 202001-000 1.000 LS | 3496.81000 3496.81| 1900.00000 1900.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 158/1 | | | 0135 202001-000 1.000 LS | 2997.67000 2997.67| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 159/1 | | | 0140 202001-000 1.000 LS | 1998.45000 1998.45| 1700.00000 1700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 159/2 | | | 0145 202001-000 1.000 LS | 3496.81000 3496.81| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 160/1 | | | 0150 202001-000 1.000 LS | 500.08000 500.08| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 160/2 | | | 0155 202001-000 1.000 LS | 3496.81000 3496.81| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 161/1 | | | 0160 202001-000 1.000 LS | 2997.67000 2997.67| 6500.00000 6500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 162/1 | | | 0165 202001-000 1.000 LS | 1498.37000 1498.37| 1750.00000 1750.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 162/2 | | | 0170 202001-000 1.000 LS | 4996.12000 4996.12| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 163/1 | | | 0175 202001-000 1.000 LS | 500.08000 500.08| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 163/2 | | | 0180 202001-000 1.000 LS | 3996.10000 3996.10| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 164/1 | | | 0185 202001-000 1.000 LS | 3996.10000 3996.10| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 165/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -26 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 202001-000 1.000 LS | 2997.67000 2997.67| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 166/1 | | | 0195 202001-000 1.000 LS | 2997.67000 2997.67| 3500.00000 3500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 167/1 | | | 0200 202001-000 1.000 LS | 3996.10000 3996.10| 7500.00000 7500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 168/1 | | | 0205 202001-000 1.000 LS | 249.60000 249.60| 7500.00000 7500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 168/2 | | | 0210 202001-000 1.000 LS | 4496.27000 4496.27| 350.00000 350.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 169/1 | | | 0215 202001-000 1.000 LS | 3996.10000 3996.10| 8500.00000 8500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 170/1 | | | 0220 202001-000 1.000 LS | 0.93000 0.93| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 170/2 | | | 0225 202001-000 1.000 LS | 3996.10000 3996.10| 8500.00000 8500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 172/1 | | | 0230 202001-000 1.000 LS | 0.93000 0.93| 700.00000 700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 172/2 | | | 0235 202001-000 1.000 LS | 3496.81000 3496.81| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 175/1 | | | 0240 202001-000 1.000 LS | 0.93000 0.93| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 175/2 | | | 0245 202001-000 1.000 LS | 3996.10000 3996.10| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 176/1 | | | 0250 202001-000 1.000 LS | 2997.67000 2997.67| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 177/1 | | | 0255 202001-000 1.000 LS | 3996.10000 3996.10| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 178/1 | | | 0260 202001-000 1.000 LS | 3496.81000 3496.81| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 179/1 | | | 0265 202001-000 1.000 LS | 2997.67000 2997.67| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 181/1 | | | 0270 202001-000 1.000 LS | 4496.27000 4496.27| 6500.00000 6500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 182/1 | | | 0275 202001-000 1.000 LS | 249.60000 249.60| 1400.00000 1400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 182/2 | | | 0280 202001-000 1.000 LS | 2997.67000 2997.67| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 183/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -27 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 202001-000 1.000 LS | 2997.67000 2997.67| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 183/2 | | | 0290 202001-000 1.000 LS | 2997.67000 2997.67| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 183/3 | | | 0295 202001-000 1.000 LS | 99.26000 99.26| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 183/4 | | | 0300 202001-000 1.000 LS | 99.26000 99.26| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 183/5 | | | 0305 202001-000 1.000 LS | 3996.10000 3996.10| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 184/1 | | | 0310 202001-000 1.000 LS | 3996.10000 3996.10| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 185/1 | | | 0315 202001-000 1.000 LS | 3496.81000 3496.81| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 186/1 | | | 0320 202001-000 1.000 LS | 3496.81000 3496.81| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 188/1 | | | 0325 202001-000 1.000 LS | 199.48000 199.48| 1800.00000 1800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 188/2 | | | 0330 202001-000 1.000 LS | 2997.67000 2997.67| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 189-1/1 | | | 0335 202001-000 1.000 LS | 0.93000 0.93| 250.00000 250.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 189-1/2 | | | 0340 202001-000 1.000 LS | 249.60000 249.60| 1700.00000 1700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 189-2/1 | | | 0345 202001-000 1.000 LS | 2497.59000 2497.59| 3500.00000 3500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 190/1 | | | 0350 202001-000 1.000 LS | 3496.81000 3496.81| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 191/1 | | | 0355 202001-000 1.000 LS | 99.26000 99.26| 350.00000 350.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 191/2 | | | 0360 202001-000 1.000 LS | 0.93000 0.93| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 193/1 | | | 0365 202001-000 1.000 LS | 3496.81000 3496.81| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 194/1 | | | 0370 202001-000 1.000 LS | 99.26000 99.26| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 194/2 | | | 0375 202001-000 1.000 LS | 4996.12000 4996.12| 7500.00000 7500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 195/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -28 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0380 202001-000 1.000 LS | 2997.67000 2997.67| 700.00000 700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 195/2 | | | 0385 202001-000 1.000 LS | 0.93000 0.93| 700.00000 700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 195/3 | | | 0390 202001-000 1.000 LS | 3496.81000 3496.81| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 196/1 | | | 0395 202001-000 1.000 LS | 2497.59000 2497.59| 3000.00000 3000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 200/1 | | | 0400 202001-000 1.000 LS | 2997.67000 2997.67| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 203/1 | | | 0405 202001-000 1.000 LS | 3996.10000 3996.10| 6500.00000 6500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 204/1 | | | 0410 202001-000 1.000 LS | 3996.10000 3996.10| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 205/1 | | | 0415 202001-000 1.000 LS | 3996.10000 3996.10| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 206/1 | | | 0420 202001-000 1.000 LS | 4496.27000 4496.27| 7500.00000 7500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 208/1 | | | 0425 202001-000 1.000 LS | 0.93000 0.93| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 208/2 | | | 0430 202001-000 1.000 LS | 199.48000 199.48| 1500.00000 1500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 209/2 | | | 0435 202001-000 1.000 LS | 0.93000 0.93| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 214/1 | | | 0440 202001-000 1.000 LS | 0.93000 0.93| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 214/2 | | | 0445 202001-000 1.000 LS | 2997.67000 2997.67| 1200.00000 1200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 238/1 | | | 0450 202001-000 1.000 LS | 3996.10000 3996.10| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 239/1 | | | 0455 202001-000 1.000 LS | 3996.10000 3996.10| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 258/1 | | | 0460 202001-000 1.000 LS | 3996.10000 3996.10| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 259/1 | | | 0465 202001-000 1.000 LS | 0.93000 0.93| 6500.00000 6500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 259/2 | | | 0470 202001-000 1.000 LS | 249.60000 249.60| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 260/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -29 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0475 202001-000 1.000 LS | 2997.67000 2997.67| 900.00000 900.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 271/1 | | | 0480 202001-000 1.000 LS | 99.26000 99.26| 5500.00000 5500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 271/2 | | | 0485 204001-000 LUMP | 951424.03000 951424.03| 150000.00000 150000.00| 1194555.00000 1194555.00 MOBILIZATION | | | 0490 207001-001 52369.000 CY | 6.95000 363964.55| 11.00000 576059.00| 16.25000 850996.25 UNCLASSIFIED EXCAVATION | | | 0495 207002-000 4089.000 CY | 49.54000 202569.06| 36.00000 147204.00| 62.85000 256993.65 SUBGRADE | | | 0500 207034-000 28141.000 SY | 1.22000 34332.02| 1.25000 35176.25| 1.50000 42211.50 FABRIC FOR SEPARATION | | | 0505 211001-000 340879.000 CY | 5.74000 1956645.46| 3.60000 1227164.40| 13.15000 4482558.85 UNCLASSIFIED BORROW EXCAVATION | | | 0510 211002-000 287.000 CY | 36.76000 10550.12| 7.00000 2009.00| 60.00000 17220.00 ROCK BORROW EXCAVATION | | | 0515 307001-000 666.000 CY | 53.66000 35737.56| 36.00000 23976.00| 62.85000 41858.10 AGGREGATE BASE COURSE, CLASS I | | | 0520 311006-001 2601.000 CY | 148.44000 386092.44| 135.00000 351135.00| 128.45000 334098.45 OPEN GRADED FREE DRAINING BASE COURSE | | | 0525 408002-001 694.000 GA | 3.30000 2290.20| 3.00000 2082.00| 5.00000 3470.00 BITUMINOUS MATERIAL | | | 0530 415005-001 258.000 SY | 34.37000 8867.46| 8.00000 2064.00| 20.00000 5160.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0535 502001-012 453.000 SY | 257.20000 116511.60| 260.00000 117780.00| 218.00000 98754.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0540 601002-001 5.600 CY | 1462.90000 8192.24| 1400.00000 7840.00| 2065.80000 11568.48 CLASS B CONCRETE | | | 0545 604050-016 1630.000 LF | 60.72000 98973.60| 45.00000 73350.00| 76.80000 125184.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0550 604050-020 114.000 LF | 88.81000 10124.34| 55.00000 6270.00| 83.40000 9507.60 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0555 604050-022 250.000 LF | 96.51000 24127.50| 50.00000 12500.00| 90.00000 22500.00 30 INCH CORRUGATED POLYETHYLENE PIPE | | | 0560 604050-024 760.000 LF | 103.21000 78439.60| 70.00000 53200.00| 104.65000 79534.00 36 INCH CORRUGATED POLYETHYLENE PIPE | | | 0565 604050-028 246.000 LF | 162.98000 40093.08| 90.00000 22140.00| 134.00000 32964.00 48 INCH CORRUGATED POLYETHYLENE PIPE . | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -30 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0570 604050-116 2960.000 LF | 129.62000 383675.20| 60.00000 177600.00| 126.65000 374884.00 18 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH . | | | 0575 604050-120 1151.000 LF | 142.56000 164086.56| 75.00000 86325.00| 153.70000 176908.70 24 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH | | | 0580 604050-124 99.000 LF | 206.70000 20463.30| 110.00000 10890.00| 208.05000 20596.95 36 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH | | | 0585 604057-022 254.000 LF | 109.68000 27858.72| 85.00000 21590.00| 109.40000 27787.60 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0590 604057-030 236.000 LF | 231.04000 54525.44| 125.00000 29500.00| 168.85000 39848.60 54 INCH PRECOATED GALVANIZED STEEL PIPE | | | B2 | | | 0595 604085-028 515.000 LF | 322.01000 165835.15| 150.00000 77250.00| 212.30000 109334.50 48 INCH PRECOATED GALVANIZED STEEL PIPE | | | FIELD PAVED, FIELD PAVED, B2 | | | 0600 604085-034 545.000 LF | 445.36000 242721.20| 230.00000 125350.00| 681.60000 371472.00 66 INCH PRECOATED GALVANIZED STEEL PIPE | | | FIELD PAVED, FIELD PAVED, C3 | | | 0605 605001-001 15.000 EA | 3091.78000 46376.70| 2500.00000 37500.00| 4288.75000 64331.25 TYPE A MANHOLE | | | 0610 605004-001 81.000 EA | 2260.16000 183072.96| 3000.00000 243000.00| 2632.80000 213256.80 TYPE B INLET | | | 0615 605009-001 12.000 EA | 2506.00000 30072.00| 4200.00000 50400.00| 3159.55000 37914.60 TYPE G INLET | | | 0620 605014-001 6.000 EA | 30314.83000 181888.98| 30000.00000 180000.00| 34523.50000 207141.00 MODIFIED INLET, TYPE G | | | 0625 605016-001 3.000 EA | 36298.50000 108895.50| 30000.00000 90000.00| 36842.30000 110526.90 MODIFIED MANHOLE TYPE A | | | 0630 605039-001 1.000 EA | 28540.89000 28540.89| 35000.00000 35000.00| 44517.00000 44517.00 JUNCTION BOX | | | 0635 606029-001 7333.000 LF | 15.49000 113588.17| 10.00000 73330.00| 10.25000 75163.25 FREE DRAINING BASE TRENCH | | | 0640 606030-001 375.000 LF | 14.03000 5261.25| 10.00000 3750.00| 14.30000 5362.50 OUTLET PIPE, 6 IN | | | 0645 608001-006 540.000 LF | 35.17000 18991.80| 20.00000 10800.00| 18.15000 9801.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -31 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 608002-001 303.000 LF | 14.29000 4329.87| 14.00000 4242.00| 11.00000 3333.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0655 608005-001 2.000 EA | 989.21000 1978.42| 2000.00000 4000.00| 1925.00000 3850.00 VEHICULAR GATE, CHAIN LINK , 6 FT | | | 0660 609001-001 4463.000 SY | 65.95000 294334.85| 120.00000 535560.00| 72.90000 325352.70 CONCRETE SIDEWALK | | | 0665 609002-001 493.000 CY | 82.43000 40637.99| 35.00000 17255.00| 64.15000 31625.95 BED COURSE MATERIAL | | | 0670 610003-001 9130.000 LF | 28.24000 257831.20| 40.00000 365200.00| 29.60000 270248.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I , MODIFIED | | | 0675 610003-002 3328.000 LF | 28.24000 93982.72| 40.00000 133120.00| 28.50000 94848.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II , MODIFIED | | | 0680 610003-004 291.000 LF | 28.24000 8217.84| 40.00000 11640.00| 29.60000 8613.60 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0685 628004-001 120.000 LF | 16.49000 1978.80| 10.00000 1200.00| 50.00000 6000.00 EXPLORATORY DRILLING AND SAMPLING, AIR | | | TRACK AND AUGER DRILLING | | | 0690 628004-001 120.000 LF | 27.48000 3297.60| 30.00000 3600.00| 100.00000 12000.00 EXPLORATORY DRILLING AND SAMPLING, CORE | | | DRILLING AND SAMPLING | | | 0695 633003-001 69.000 CY | 42.62000 2940.78| 10.00000 690.00| 100.00000 6900.00 DUMPED ROCK GUTTER | | | 0700 636008-001 6500.000 LF | 0.55000 3575.00| 0.50000 3250.00| 0.40000 2600.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE SOLID LINE | | | 0705 636009-001 3000.000 LF | 1.65000 4950.00| 2.00000 6000.00| 1.25000 3750.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE SOLID LINE | | | 0710 636011-001 13240.000 UN | 1.65000 21846.00| 1.40000 18536.00| 1.35000 17874.00 TRAFFIC CONTROL DEVICE | | | 0715 636012-010 4.000 EA | 549.56000 2198.24| 500.00000 2000.00| 500.00000 2000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0720 636013-001 250.000 EA | 5.50000 1375.00| 5.00000 1250.00| 5.00000 1250.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -32 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0725 636014-001 900.000 HR | 48.36000 43524.00| 50.00000 45000.00| 55.00000 49500.00 FLAGGER | | | 0730 636014-002 200.000 HR | 49.46000 9892.00| 50.00000 10000.00| 55.00000 11000.00 TRAFFIC DIRECTOR | | | 0735 636017-001 450.000 LF | 23.52000 10584.00| 15.00000 6750.00| 50.00000 22500.00 TEMPORARY CONCRETE BARRIER | | | 0740 636025-001 1800.000 DA | 1.10000 1980.00| 1.40000 2520.00| 0.75000 1350.00 WARNING LIGHTS, TYPE A | | | 0745 636025-001 2500.000 DA | 2.20000 5500.00| 2.50000 6250.00| 1.35000 3375.00 WARNING LIGHTS, TYPE B | | | 0750 636025-001 2000.000 DA | 1.10000 2200.00| 1.40000 2800.00| 0.75000 1500.00 WARNING LIGHTS, TYPE C | | | 0755 637001-001 840.000 MG | 69.90000 58716.00| 40.00000 33600.00| 100.00000 84000.00 WATER FOR DUST PALLIATIVE | | | 0760 638002-001 59.000 EA | 384.69000 22696.71| 100.00000 5900.00| 150.00000 8850.00 RIGHT OF WAY MARKER | | | 0765 638003-001 4.000 EA | 659.48000 2637.92| 100.00000 400.00| 250.00000 1000.00 SURVEY MARKER | | | 0770 639001-001 LUMP | 131894.92000 131894.92| 400000.00000 400000.00| 329760.00000 329760.00 CONSTRUCTION LAYOUT STAKE | | | 0775 640001-001 30.000 MO | 1099.12000 32973.60| 1200.00000 36000.00| 2500.00000 75000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0780 640003-001 LUMP | 10991.24000 10991.24| 5000.00000 5000.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0785 642001-001 6065.000 LF | 3.72000 22561.80| 5.00000 30325.00| 2.00000 12130.00 TEMPORARY BERM | | | 0790 642002-001 252.000 LF | 36.39000 9170.28| 10.00000 2520.00| 50.00000 12600.00 SLOPE DRAIN | | | 0795 642004-002 5873.000 LB | 3.30000 19380.90| 1.40000 8222.20| 1.10000 6460.30 SEED MIXTURE, B | | | 0800 642005-001 120.000 TN | 291.27000 34952.40| 500.00000 60000.00| 440.00000 52800.00 MULCH, STRAW OR HAY | | | 0805 642006-001 24.000 TN | 1318.95000 31654.80| 850.00000 20400.00| 660.00000 15840.00 FERTILIZER | | | 0810 642007-001 11511.000 SY | 1.10000 12662.10| 1.60000 18417.60| 1.25000 14388.75 FIBER MATTING | | | 0815 642008-001 620.000 LF | 41.16000 25519.20| 50.00000 31000.00| 0.01000 6.20 TEMPORARY PIPE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -33 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0820 642009-001 16400.000 LF | 3.31000 54284.00| 1.00000 16400.00| 0.01000 164.00 CONTOUR DITCH | | | 0825 642010-001 45.000 TN | 10.99000 494.55| 14.00000 630.00| 11.00000 495.00 AGRICULTURAL LIMESTONE | | | 0830 642012-001 11000.000 LF | 4.06000 44660.00| 5.00000 55000.00| 3.00000 33000.00 SILT FENCE | | | 0835 642031-001 326.000 EA | 109.15000 35582.90| 65.00000 21190.00| 0.01000 3.26 DITCH CHECK | | | 0840 642033-001 326.000 CY | 11.06000 3605.56| 5.00000 1630.00| 50.00000 16300.00 SEDIMENT TRAP | | | 0845 651001-001 7231.000 CY | 33.09000 239273.79| 7.00000 50617.00| 40.20000 290686.20 FURNISHING AND PLACING TOPSOIL | | | 0850 652001-001 40.000 TN | 21.98000 879.20| 14.00000 560.00| 11.00000 440.00 AGRICULTURAL LIMESTONE | | | 0855 652002-001 14.000 TN | 824.34000 11540.76| 1000.00000 14000.00| 814.00000 11396.00 FERTILIZER, 10-20-10 | | | 0860 652002-002 5.000 TN | 1318.95000 6594.75| 1600.00000 8000.00| 1320.00000 6600.00 FERTILIZER, UREA FORMALDEHYDE | | | 0865 652003-001 2610.000 LB | 5.39000 14067.90| 1.40000 3654.00| 1.10000 2871.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0870 652004-001 54.000 TN | 368.21000 19883.34| 500.00000 27000.00| 385.00000 20790.00 STRAW OR HAY MULCH | | | 0875 655002-001 1925.000 SY | 4.01000 7719.25| 5.00000 9625.00| 3.50000 6737.50 PERMANENT EROSION MATTING, TYPE A | | | 0880 681001-001 LUMP | 967.23000 967.23| 4600.00000 4600.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 141/1 | | | 0885 681001-001 LUMP | 3846.94000 3846.94| 6900.00000 6900.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 144/1 | | | 0890 681001-001 LUMP | 1483.82000 1483.82| 4200.00000 4200.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 146/1 | | | 0895 681001-001 LUMP | 302.26000 302.26| 11000.00000 11000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 147/1 | | | 0900 681001-001 LUMP | 4836.15000 4836.15| 12500.00000 12500.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 152/1 | | | 0905 681001-001 LUMP | 6265.01000 6265.01| 12500.00000 12500.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 153/1 | | | 0910 681001-001 LUMP | 1209.03000 1209.03| 12500.00000 12500.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 159/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -34 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0915 681001-001 LUMP | 5715.44000 5715.44| 12500.00000 12500.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 160/1 | | | 0920 681001-001 LUMP | 7583.96000 7583.96| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 161/1 | | | 0925 681001-001 LUMP | 1318.95000 1318.95| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 164/1 | | | 0930 681001-001 LUMP | 1209.03000 1209.03| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 165/1 | | | 0935 681001-001 LUMP | 1318.95000 1318.95| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 172/1 | | | 0940 681001-001 LUMP | 1978.42000 1978.42| 4000.00000 4000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 175/1 | | | 0945 681001-001 LUMP | 4836.15000 4836.15| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 176/1 | | | 0950 681001-001 LUMP | 549.56000 549.56| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 177/1 | | | 0955 681001-001 LUMP | 6704.66000 6704.66| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 178/1 | | | 0960 681001-001 LUMP | 28687.14000 28687.14| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 182/1 | | | 0965 681001-001 LUMP | 769.39000 769.39| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 184/1 | | | 0970 681001-001 LUMP | 1209.03000 1209.03| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 185/1 | | | 0975 681001-001 LUMP | 1648.69000 1648.69| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 186/1 | | | 0980 681001-001 LUMP | 7803.79000 7803.79| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 191/1 | | | 0985 681001-001 LUMP | 549.56000 549.56| 3000.00000 3000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 196/1 | | | 0990 681001-001 LUMP | 549.56000 549.56| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 200/1 | | | 0995 681001-001 LUMP | 1099.13000 1099.13| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 204/1 | | | 1000 681001-001 LUMP | 9012.82000 9012.82| 14000.00000 14000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 206/1 | | | 1005 681001-001 LUMP | 1.10000 1.10| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 207/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -35 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1010 681001-001 LUMP | 1.10000 1.10| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 207/2 | | | 1015 681001-001 LUMP | 2527.99000 2527.99| 3000.00000 3000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 208/1 | | | 1020 681001-001 LUMP | 4066.76000 4066.76| 7000.00000 7000.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 259/1 | | | 1025 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 1030 401001-011 AA1 6527.000 TN | 92.99000 606945.73| 120.00000 783240.00| 79.50000 518896.50 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1035 401001-012 AA2 6192.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1040 401001-011 AB1 4274.000 TN | 104.14000 445094.36| 134.00000 572716.00| 89.55000 382736.70 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 25 | | | 1045 401001-012 AB2 4055.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 25 | | | 1050 402001-011 AC1 2135.000 TN | 126.40000 269864.00| 163.00000 348005.00| 95.80000 204533.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1055 402001-012 AC2 2024.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1060 636002-001 AD1 100.000 TN | 31.43000 3143.00| 50.00000 5000.00| 72.15000 7215.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1065 636002-002 AD2 92.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 9,580,728.39| $ 9,166,249.45| $ 14,214,207.39 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASINS | | | 1070 642036-001 1688.000 CY | 10.92000 18432.96| 7.00000 11816.00| 15.00000 25320.00 SEDIMENT REMOVAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -36 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1075 642050-001 1.000 EA | 761.70000 761.70| 300.00000 300.00| 635.00000 635.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 19,194.66| $ 12,116.00| $ 25,955.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10307 | | | 1080 212005-000 93.000 CY | 115.41000 10733.13| 150.00000 13950.00| 100.00000 9300.00 SELECT MATERIAL FOR BACKFILLING | | | 1085 218005-000 290.000 SY | 94.52000 27410.80| 75.00000 21750.00| 80.00000 23200.00 CONCRETE SLOPE PROTECTION | | | 1090 601002-001 133.000 CY | 593.53000 78939.49| 1000.00000 133000.00| 500.00000 66500.00 CLASS B CONCRETE | | | 1095 601003-001 45.000 CY | 895.79000 40310.55| 800.00000 36000.00| 740.00000 33300.00 CLASS K CONCRETE | | | 1100 601003-003 21.000 CY | 2082.84000 43739.64| 1300.00000 27300.00| 1510.00000 31710.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1105 601009-001 386.000 CY | 885.89000 341953.54| 650.00000 250900.00| 780.00000 301080.00 CLASS H CONCRETE | | | 1110 602001-001 12908.000 LB | 1.57000 20265.56| 1.30000 16780.40| 1.32000 17038.56 REINFORCING STEEL BAR | | | 1115 602002-001 78213.000 LB | 1.65000 129051.45| 1.30000 101676.90| 1.38000 107933.94 EPOXY COATED REINFORCING STEEL BAR | | | 1120 603018-020 693.000 LF | 390.19000 270401.67| 400.00000 277200.00| 370.00000 256410.00 54 INCH PRESTRESSED CONCRETE I BEAM | | | 1125 615029-001 18.000 EA | 1349.72000 24294.96| 1600.00000 28800.00| 1200.00000 21600.00 NON-GUIDED BEARING, ISOMETRICAL | | | 1130 616005-008 1044.000 LF | 126.40000 131961.60| 160.00000 167040.00| 112.00000 116928.00 HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1135 617002-001 240.000 LF | 98.92000 23740.80| 130.00000 31200.00| 129.00000 30960.00 FERROUS METAL RAILING | | | 1140 639001-001 LUMP | 19014.85000 19014.85| 8000.00000 8000.00| 16000.00000 16000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,161,818.04| $ 1,113,597.30| $ 1,031,960.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 MSE WALLS | | | 1145 626002-001 AE1 63436.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -37 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1150 626002-002 AE2 63436.000 SF | 63.78000 4045948.08| 63.00000 3996468.00| 65.50000 4155058.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1155 626002-003 AE3 63436.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1160 626002-004 AE4 63436.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1165 626002-005 AE5 63436.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 4,045,948.08| $ 3,996,468.00| $ 4,155,058.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 MOMENT SLABS AND PARAPETS | | | 1170 601003-001 1002.000 CY | 241.81000 242293.62| 550.00000 551100.00| 210.00000 210420.00 CLASS K CONCRETE | | | 1175 601003-003 361.000 CY | 808.96000 292034.56| 1350.00000 487350.00| 712.00000 257032.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1180 602001-001 124258.000 LB | 1.57000 195085.06| 1.50000 186387.00| 1.32000 164020.56 REINFORCING STEEL BAR | | | 1185 602002-001 96846.000 LB | 1.64000 158827.44| 1.50000 145269.00| 1.37000 132679.02 EPOXY COATED REINFORCING STEEL BAR | | | 1190 617002-001 2497.000 LF | 147.28000 367758.16| 125.00000 312125.00| 97.35000 243082.95 FERROUS METAL RAILING | | | SECTION TOTALS | $ 1,255,998.84| $ 1,682,231.00| $ 1,007,234.53 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 ARCH TOPPED CULVERT | | | 1195 618001-001 48.000 LF | 6391.41000 306787.68| 10000.00000 480000.00| 5830.00000 279840.00 PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, . | | | SECTION TOTALS | $ 306,787.68| $ 480,000.00| $ 279,840.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 SIGNING AND PAVEMENT MARKINGS | | | 1200 657003-001 578.000 LF | 80.46000 46505.88| 100.00000 57800.00| 80.55000 46557.90 TUBULAR SUPPORT, STEEL . | | | 1205 657006-001 111.000 LF | 64.30000 7137.30| 50.00000 5550.00| 64.35000 7142.85 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 1210 657017-001 3.000 CY | 1428.86000 4286.58| 1300.00000 3900.00| 1430.00000 4290.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE , ROADSIDE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -38 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1215 657019-001 1.000 EA | 4726.24000 4726.24| 3500.00000 3500.00| 4730.00000 4730.00 PIPE POST | | | 1220 658001-001 8.000 CY | 1538.78000 12310.24| 1850.00000 14800.00| 1540.00000 12320.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD , OVERHEAD | | | 1225 658003-001 1.000 EA | 56055.34000 56055.34| 53000.00000 53000.00| 56100.00000 56100.00 OVERHEAD SIGN, GALVANIZED STEEL , 01 | | | 1230 659001-001 LUMP | 7254.22000 7254.22| 6600.00000 6600.00| 7260.00000 7260.00 SIGN LIGHTING, TYPE 3 | | | 1235 661001-001 718.000 SF | 25.83000 18545.94| 17.00000 12206.00| 25.85000 18560.30 0.080 IN FLAT SHEET SIGN | | | 1240 661002-001 249.000 SF | 26.93000 6705.57| 20.00000 4980.00| 26.95000 6710.55 EXTRUDED PANEL SIGN | | | 1245 663001-004 9000.000 LF | 0.55000 4950.00| 0.55000 4950.00| 0.40000 3600.00 EDGE LINE, TYPE II ,WHITE | | | 1250 663001-004 3350.000 LF | 0.55000 1842.50| 0.55000 1842.50| 0.40000 1340.00 EDGE LINE, TYPE II ,YELLOW | | | 1255 663002-005 685.000 LF | 0.55000 376.75| 0.55000 376.75| 0.40000 274.00 LANE LINE OR CENTERLINE, TYPE II , WHIT | | | 1260 663003-005 4680.000 LF | 0.55000 2574.00| 0.55000 2574.00| 0.40000 1872.00 BARRIER LINE, TYPE II | | | 1265 663004-004 705.000 LF | 0.82000 578.10| 1.00000 705.00| 0.55000 387.75 CHANNELIZING LINE, TYPE II , (8") | | | 1270 663005-010 253.000 LF | 16.49000 4171.97| 20.00000 5060.00| 12.10000 3061.30 STOP LINE, TYPE V (24") | | | 1275 663009-025 2.000 EA | 384.70000 769.40| 450.00000 900.00| 192.50000 385.00 BICYCLE SYMBOL, TYPE V | | | 1280 663010-010 11.000 EA | 219.83000 2418.13| 250.00000 2750.00| 170.50000 1875.50 LANE ARROW, TYPE V | | | 1285 663011-010 4.000 EA | 82.44000 329.76| 100.00000 400.00| 60.55000 242.20 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 181,537.92| $ 181,894.25| $ 176,709.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 HIGHWAY LIGHTING | | | 1290 662002-001 LUMP | 9232.65000 9232.65| 8400.00000 8400.00| 9240.00000 9240.00 GALVANIZED STEEL CONDUIT , 04 | | | 1295 662002-001 LUMP | 6924.48000 6924.48| 6300.00000 6300.00| 6930.00000 6930.00 GALVANIZED STEEL CONDUIT ,03 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -39 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1300 662003-001 1.000 LS | 19821.61000 19821.61| 18035.00000 18035.00| 19837.40000 19837.40 POLYVINYLCHLORIDE CONDUIT, 03 | | | 1305 662003-001 1.000 LS | 51962.21000 51962.21| 47300.00000 47300.00| 52003.60000 52003.60 POLYVINYLCHLORIDE CONDUIT, 04 | | | 1310 662006-001 23.000 EA | 1016.69000 23383.87| 930.00000 21390.00| 1017.50000 23402.50 JUNCTION BOX, TYPE B | | | 1315 662006-001 100.000 EA | 868.31000 86831.00| 800.00000 80000.00| 869.00000 86900.00 JUNCTION BOX, TYPE H,10 X 10 | | | 1320 662006-001 11.000 EA | 1209.04000 13299.44| 1150.00000 12650.00| 1210.00000 13310.00 JUNCTION BOX, TYPE H, 18 X 18 | | | 1325 662007-001 69.000 EA | 1401.38000 96695.22| 1300.00000 89700.00| 1402.50000 96772.50 LUMINAIRE, , 50W | | | 1330 662007-001 40.000 EA | 1296.97000 51878.80| 1200.00000 48000.00| 1298.00000 51920.00 LUMINAIRE, , 150W | | | 1335 662008-001 1.000 LS | 50449.80000 50449.80| 46000.00000 46000.00| 50490.00000 50490.00 CABLE, , 03 | | | 1340 662008-001 1.000 LS | 60726.62000 60726.62| 56000.00000 56000.00| 60775.00000 60775.00 CABLE, , 04 | | | 1345 662010-005 16.000 EA | 3642.50000 58280.00| 3315.00000 53040.00| 3645.40000 58326.40 LIGHTING SUPPORT, TYPE V, (15-0) | | | 1350 662010-005 20.000 EA | 4784.49000 95689.80| 4360.00000 87200.00| 4788.30000 95766.00 LIGHTING SUPPORT, TYPE V, (18-0) | | | 1355 662010-006 69.000 EA | 3606.23000 248829.87| 3300.00000 227700.00| 3609.10000 249027.90 LIGHTING SUPPORT, TYPE VI (12-0) | | | 1360 662013-001 LUMP | 8023.60000 8023.60| 7500.00000 7500.00| 8030.00000 8030.00 SERVICE AND CONTROL STATION, , 03 | | | 1365 662013-001 LUMP | 8023.60000 8023.60| 7500.00000 7500.00| 8030.00000 8030.00 SERVICE AND CONTROL STATION, , 04 | | | 1370 662014-001 LUMP | 1099.13000 1099.13| 1100.00000 1100.00| 1100.00000 1100.00 INCIDENTAL ELECTRICAL WORK | | | 1375 662015-001 1.000 LS | 549.56000 549.56| 500.00000 500.00| 550.00000 550.00 ELECTRICAL TEST, , 03 | | | 1380 662015-001 1.000 LS | 549.56000 549.56| 600.00000 600.00| 550.00000 550.00 ELECTRICAL TEST, , 04 | | | SECTION TOTALS | $ 892,250.82| $ 818,915.00| $ 892,961.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 TRAFFIC SIGNALS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -40 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1385 660001-001 LUMP | 11870.54000 11870.54| 11000.00000 11000.00| 11880.00000 11880.00 SIGNAL CONTROLLER , 01 | | | 1390 660002-020 LUMP | 23301.43000 23301.43| 22000.00000 22000.00| 23320.00000 23320.00 TRAFFIC DETECTOR, VTDS | | | 1395 660003-001 8.000 EA | 813.35000 6506.80| 750.00000 6000.00| 814.00000 6512.00 SIGNAL SECTION, G-16 | | | 1400 660003-006 30.000 EA | 441.85000 13255.50| 410.00000 12300.00| 442.20000 13266.00 SIGNAL SECTION, V-12 | | | 1405 660004-025 4.000 EA | 19168.73000 76674.92| 17500.00000 70000.00| 19184.00000 76736.00 SIGNAL SUPPORT, A1 | | | 1410 660005-010 4.000 EA | 881.50000 3526.00| 800.00000 3200.00| 882.20000 3528.80 JUNCTION BOX, TYPE H | | | 1415 660007-001 LUMP | 23053.04000 23053.04| 21000.00000 21000.00| 23071.40000 23071.40 MISCELLANEOUS SIGNAL , 01 | | | 1420 660010-001 1.000 EA | 3297.38000 3297.38| 3000.00000 3000.00| 3300.00000 3300.00 PRIORITY CONTROL SYSTEM DETECTOR D1 | | | 1425 660060-001 LUMP | 2077.35000 2077.35| 2000.00000 2000.00| 2079.00000 2079.00 MISCELLANEOUS RADIO INSTALLATION , 01 | | | 1430 660060-002 1.000 EA | 4616.32000 4616.32| 4500.00000 4500.00| 4620.00000 4620.00 SPREAD SPECTRUM RADIO TRANSCEIVER | | | SECTION TOTALS | $ 168,179.28| $ 155,000.00| $ 168,313.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 WATERLINE RELOCATION | | | 1435 639001-001 LUMP | 5495.62000 5495.62| 2000.00000 2000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1440 670004-181 260.000 LF | 48.63000 12643.80| 50.00000 13000.00| 74.00000 19240.00 4 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1445 670004-201 952.000 LF | 60.93000 58005.36| 30.00000 28560.00| 49.00000 46648.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1450 670007-012 323.000 LF | 19.69000 6359.87| 15.00000 4845.00| 44.00000 14212.00 2 INCH PLASTIC PIPE, CLASS 50 | | | 1455 670008-040 30.000 LF | 40.83000 1224.90| 30.00000 900.00| 34.50000 1035.00 3/4 INCH COPPER SERVICE PIPE | | | 1460 670009-120 4.000 EA | 655.84000 2623.36| 1500.00000 6000.00| 650.00000 2600.00 2 INCH GATE VALVE AND VALVE BOX | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -41 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1465 670009-180 2.000 EA | 808.47000 1616.94| 1850.00000 3700.00| 951.00000 1902.00 4 INCH GATE VALVE AND VALVE BOX | | | 1470 670009-200 2.000 EA | 997.18000 1994.36| 2200.00000 4400.00| 1100.00000 2200.00 6 INCH GATE VALVE AND VALVE BOX | | | 1475 670010-260 77.000 LF | 84.16000 6480.32| 50.00000 3850.00| 93.00000 7161.00 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 1480 670014-001 2.000 EA | 2896.13000 5792.26| 4500.00000 9000.00| 6500.00000 13000.00 RELOCATE FIRE HYDRANT | | | 1485 670019-120 1.000 EA | 1981.08000 1981.08| 1550.00000 1550.00| 2576.00000 2576.00 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | SECTION TOTALS | $ 104,217.87| $ 77,805.00| $ 115,574.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 SEWERLINE RELOCATION | | | 1490 608001-006 56.000 LF | 79.14000 4431.84| 29.00000 1624.00| 22.00000 1232.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 1495 608005-001 1.000 EA | 1483.82000 1483.82| 1750.00000 1750.00| 1650.00000 1650.00 VEHICULAR GATE, CHAIN LINK , 10 FT | | | 1500 639001-001 LUMP | 4396.50000 4396.50| 1200.00000 1200.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1505 670007-010 466.000 LF | 17.43000 8122.38| 7.00000 3262.00| 25.00000 11650.00 1.5 INCH PLASTIC PIPE, CLASS 50 | | | 1510 670010-180 63.000 LF | 80.83000 5092.29| 40.00000 2520.00| 62.00000 3906.00 4 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 1515 670019-001 1.000 EA | 2177.18000 2177.18| 3700.00000 3700.00| 3050.00000 3050.00 SPECIAL VALVE, 1.5 INCH AIR RELEASE | | | COMPLETE WITH BOX | | | 1520 675007-022 1409.000 LF | 48.46000 68280.14| 40.00000 56360.00| 46.00000 64814.00 8 INCH PLASTIC SEWER PIPE | | | 1525 675014-001 5.000 EA | 2644.39000 13221.95| 3300.00000 16500.00| 3200.00000 16000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1530 675016-001 5.000 EA | 4471.89000 22359.45| 2800.00000 14000.00| 4800.00000 24000.00 SPECIAL MANHOLE COMPLETE, INCLUDING | | | CASTING | | | 1535 675018-001 2.000 EA | 2881.27000 5762.54| 800.00000 1600.00| 785.00000 1570.00 ADJUSTING MANHOLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -42 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1540 675027-001 4.000 EA | 2028.69000 8114.76| 300.00000 1200.00| 1400.00000 5600.00 MANHOLE REMOVAL | | | 1545 675028-001 LUMP | 38469.35000 38469.35| 80000.00000 80000.00| 60298.00000 60298.00 LIFT STATION AND VALVE VAULT | | | SECTION TOTALS | $ 181,912.20| $ 183,716.00| $ 198,770.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 LANDSCAPING | | | 1550 401002-001 66.000 TN | 274.78000 18135.48| 200.00000 13200.00| 144.35000 9527.10 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | 1555 601002-001 13.000 CY | 1462.90000 19017.70| 130.00000 1690.00| 1206.70000 15687.10 CLASS B CONCRETE | | | 1560 606025-004 111.000 LF | 12.19000 1353.09| 23.00000 2553.00| 50.00000 5550.00 6 INCH UNDERDRAIN PIPE | | | 1565 606029-001 50.000 LF | 16.22000 811.00| 20.00000 1000.00| 50.00000 2500.00 FREE DRAINING BASE TRENCH | | | 1570 608001-004 2362.000 LF | 46.44000 109691.28| 14.00000 33068.00| 14.85000 35075.70 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 1575 609001-001 2538.000 SY | 132.99000 337528.62| 125.00000 317250.00| 82.80000 210146.40 CONCRETE SIDEWALK | | | 1580 609002-001 191.000 CY | 188.83000 36066.53| 40.00000 7640.00| 134.85000 25756.35 BED COURSE MATERIAL | | | 1585 609003-001 1796.000 SY | 195.04000 350291.84| 400.00000 718400.00| 198.00000 355608.00 SIDEWALK, BRICK PAVERS | | | 1590 609003-001 403.000 SY | 180.59000 72777.77| 200.00000 80600.00| 198.00000 79794.00 SIDEWALK, CONCRETE PAVERS | | | 1595 609003-001 193.000 SY | 1271.69000 245436.17| 400.00000 77200.00| 1650.00000 318450.00 SIDEWALK, GRANITE SLAB | | | 1600 609003-001 27.000 SY | 1651.98000 44603.46| 300.00000 8100.00| 1320.00000 35640.00 SIDEWALK, STEPS | | | 1605 610001-003 105.000 LF | 51.11000 5366.55| 45.00000 4725.00| 35.90000 3769.50 PLAIN CONCRETE CURBING, TYPE III , | | | MODIFIED | | | 1610 617001-002 15.000 LF | 55.50000 832.50| 75.00000 1125.00| 220.00000 3300.00 PIPE RAILING, TUBULAR STEEL | | | 1615 626001-001 270.000 SF | 189.97000 51291.90| 30.00000 8100.00| 357.50000 96525.00 RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE , REINFORCED | | | CONCRETE LANDSCAPE WALL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -43 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1620 639001-001 LUMP | 5495.62000 5495.62| 2000.00000 2000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1625 651001-002 177.000 CY | 65.95000 11673.15| 15.00000 2655.00| 66.00000 11682.00 FURNISHING AND PLACING TOPSOIL FOR | | | PLANTINGS | | | 1630 652003-006 259.000 LB | 164.87000 42701.33| 115.00000 29785.00| 13.20000 3418.80 SEED MIXTURE, MEADOW MIX A | | | 1635 652003-006 135.000 LB | 219.82000 29675.70| 115.00000 15525.00| 13.20000 1782.00 SEED MIXTURE, MEADOW MIX B | | | 1640 653006-001 267.000 MG | 76.94000 20542.98| 10.00000 2670.00| 126.50000 33775.50 WATER FOR PLANTS | | | 1645 654001-001 16.000 EA | 506.70000 8107.20| 450.00000 7200.00| 418.00000 6688.00 TREE, DECIDUOUS, ACER SACCHARUM | | | 1650 654001-001 3.000 EA | 289.07000 867.21| 650.00000 1950.00| 330.00000 990.00 TREE, DECIDUOUS, AESCULUS OCTANDRA | | | 1655 654001-001 6.000 EA | 297.86000 1787.16| 350.00000 2100.00| 176.00000 1056.00 TREE, DECIDUOUS, CARYA OVATA | | | 1660 654001-001 31.000 EA | 169.27000 5247.37| 275.00000 8525.00| 176.00000 5456.00 TREE, DECIDUOUS, CARYA TOMENTOSA | | | 1665 654001-001 14.000 EA | 197.84000 2769.76| 225.00000 3150.00| 176.00000 2464.00 TREE, DECIDUOUS, DIOSPYROS VIRGINIANA | | | 1670 654001-001 9.000 EA | 190.15000 1711.35| 475.00000 4275.00| 176.00000 1584.00 TREE, DECIDUOUS, FAGUS GRANDIFOLIA | | | 1675 654001-001 27.000 EA | 517.69000 13977.63| 400.00000 10800.00| 467.50000 12622.50 TREE, DECIDUOUS, FRAXINUS AMERICANA, | | | "JUNGINGER" | | | 1680 654001-001 12.000 EA | 528.68000 6344.16| 425.00000 5100.00| 467.50000 5610.00 TREE, DECIDUOUS, FRAXINUS AMERICANA, | | | "SKYLINE" | | | 1685 654001-001 38.000 EA | 585.83000 22261.54| 500.00000 19000.00| 385.00000 14630.00 TREE, DECIDUOUS, LIRIODENRON TULIPIFERA | | | 1690 654001-001 3.000 EA | 373.70000 1121.10| 500.00000 1500.00| 242.00000 726.00 TREE, DECIDUOUS, MAGNOLIA ACUMINATA | | | 1695 654001-001 28.000 EA | 357.22000 10002.16| 450.00000 12600.00| 291.50000 8162.00 TREE, DECIDUOUS, NYSSA SYLVATICA | | | 1700 654001-001 9.000 EA | 252.80000 2275.20| 400.00000 3600.00| 275.00000 2475.00 TREE, DECIDUOUS, QUERCUS ALBA | | | 1705 654001-001 9.000 EA | 252.80000 2275.20| 250.00000 2250.00| 275.00000 2475.00 TREE, DECIDUOUS, QUERCUS COCCINEA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -44 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1710 654001-001 49.000 EA | 176.96000 8671.04| 375.00000 18375.00| 176.00000 8624.00 TREE, DECIDUOUS, QUERCUS PRINUS | | | 1715 654001-001 57.000 EA | 549.56000 31324.92| 500.00000 28500.00| 467.50000 26647.50 TREE, DECIDUOUS, QUERCUS RUBRA | | | 1720 654001-001 54.000 EA | 282.47000 15253.38| 225.00000 12150.00| 220.00000 11880.00 TREE, DECIDUOUS, QUERCUS STELLATA | | | 1725 654001-001 8.000 EA | 195.65000 1565.20| 375.00000 3000.00| 176.00000 1408.00 TREE, DECIDUOUS, QUERCUS VELUTINA | | | 1730 654001-001 32.000 EA | 190.15000 6084.80| 375.00000 12000.00| 176.00000 5632.00 TREE, DECIDUOUS, SASSARTAS ALBIDUM | | | 1735 654002-001 44.000 EA | 131.90000 5803.60| 375.00000 16500.00| 165.00000 7260.00 TREE, ORNAMENTAL FLOWERING, AMELANCHIER | | | ARBOREA | | | 1740 654002-001 3.000 EA | 109.91000 329.73| 375.00000 1125.00| 165.00000 495.00 TREE, ORNAMENTAL FLOWERING, AMELANCHIER | | | CANADENSIS | | | 1745 654002-001 112.000 EA | 93.43000 10464.16| 225.00000 25200.00| 165.00000 18480.00 TREE, ORNAMENTAL FLOWERING, CERCIS | | | CANADENSIS | | | 1750 654002-001 62.000 EA | 79.14000 4906.68| 375.00000 23250.00| 165.00000 10230.00 TREE, ORNAMENTAL FLOWERING, CRATAEGUS | | | CRUS-GALLIVAR, INERMIS | | | 1755 654002-001 10.000 EA | 109.91000 1099.10| 375.00000 3750.00| 165.00000 1650.00 TREE, ORNAMENTAL FLOWERING, OXYDENDRON | | | ARBOREUM | | | 1760 654002-001 23.000 EA | 65.95000 1516.85| 150.00000 3450.00| 55.00000 1265.00 TREE, ORNAMENTAL FLOWERING, PRUNUS | | | AMERICANA | | | 1765 654002-001 18.000 EA | 132.99000 2393.82| 175.00000 3150.00| 110.00000 1980.00 TREE, ORNAMENTAL FLOWERING, VIBURNUM | | | PRUNIFOLIUM | | | 1770 654003-001 233.000 EA | 49.46000 11524.18| 45.00000 10485.00| 27.50000 6407.50 SHRUB, DECIDUOUS, JUNIPERUS | | | HORIZONTALIS "WILTONONII" | | | 1775 654003-001 933.000 EA | 41.77000 38971.41| 75.00000 69975.00| 27.50000 25657.50 SHRUB, DECIDUOUS, RHUS COPALLINA | | | 1780 654003-001 933.000 EA | 41.77000 38971.41| 75.00000 69975.00| 27.50000 25657.50 SHRUB, DECIDUOUS, RHUS GLABRA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 003 -45 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0132450 COUNTIES : MARION LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( 5 ) 31-1527447 |( 6 ) 55-0328627 |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING CO. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1785 654003-001 108.000 EA | 63.75000 6885.00| 100.00000 10800.00| 55.00000 5940.00 SHRUB, DECIDUOUS, VIBURNUM DENTATUM | | | "BLUE MUFFIN" | | | 1790 654005-001 22.000 EA | 131.90000 2901.80| 275.00000 6050.00| 176.00000 3872.00 TREE, EVERGREEN, ABIES BALSAMEA VAR, | | | PHANEROLEPIS | | | 1795 654005-001 9.000 EA | 109.91000 989.19| 725.00000 6525.00| 330.00000 2970.00 TREE, EVERGREEN, ILEX OPACA | | | 1800 654005-001 44.000 EA | 146.18000 6431.92| 525.00000 23100.00| 176.00000 7744.00 TREE, EVERGREEN, PICEA GLAUCA | | | 1805 654005-001 15.000 EA | 230.82000 3462.30| 525.00000 7875.00| 187.00000 2805.00 TREE, EVERGREEN, PICEA GLAUCA "DENSATA" | | | 1810 654005-001 54.000 EA | 154.98000 8368.92| 275.00000 14850.00| 187.00000 10098.00 TREE, EVERGREEN, PINUS RIGIDA | | | 1815 654005-001 97.000 EA | 181.36000 17591.92| 275.00000 26675.00| 176.00000 17072.00 TREE, EVERGREEN, PINUS STROBUS | | | 1820 654005-001 2.000 EA | 329.74000 659.48| 275.00000 550.00| 220.00000 440.00 TREE, EVERGREEN, TSUGA CANADENSIS | | | 1825 672002-003 4.000 EA | 2254.42000 9017.68| 2500.00000 10000.00| 2750.00000 11000.00 SITE FURNISHINGS, BENCH | | | 1830 672002-003 2.000 EA | 61237.92000 122475.84| 45000.00000 90000.00| 40095.00000 80190.00 SITE FURNISHINGS, BUS SHELTER | | | 1835 672002-003 2.000 EA | 1624.12000 3248.24| 500.00000 1000.00| 1980.00000 3960.00 SITE FURNISHINGS, TRASH RECEPTACLE | | | SECTION TOTALS | $ 1,842,952.28| $ 1,907,646.00| $ 1,622,290.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 COMPUTER SYSTEM | | | 1840 640004-001 LUMP | 3846.94000 3846.94| 5000.00000 5000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,846.94| $ 5,000.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,745,373.00| $ 19,780,638.00| $ 23,893,874.22 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0514574 COUNTIES : BARBOUR LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : BUCKHANNON - ELKINS ROAD PROJECT(S) : S301-0033/00-000.05 00 00NH 0033 287 D00 LOCATION: E END BR MIDDLE FORK RIVER - W END BR TYGART VALLEY RIVER ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 1,324,932.68 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,546,981.00 116.7592% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0514574 COUNTIES : BARBOUR LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0570769 |( ) |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RECONST SHLDS, DELIN, GRDL | | | 0005 204001-000 LUMP | 10000.00000 10000.00| 12000.00000 12000.00| MOBILIZATION | | | 0010 207001-001 6608.000 CY | 17.20000 113657.60| 24.00000 158592.00| UNCLASSIFIED EXCAVATION | | | 0015 410001-002 85600.000 LF | 0.15000 12840.00| 0.17000 14552.00| SAWED RUMBLE STRIP | | | 0020 506001-002 308.000 SY | 275.15000 84746.20| 325.00000 100100.00| SPECIAL CONCRETE PAVEMENT REPAIR | | | 0025 607001-001 762.500 LF | 15.30000 11666.25| 16.00000 12200.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0030 607010-020 300.000 LF | 2.20000 660.00| 2.30000 690.00| GUARDRAIL REMOVAL | | | 0035 607066-001 8.000 EA | 1925.00000 15400.00| 2000.00000 16000.00| TANGENT END TERMINAL | | | 0040 636008-011 104000.000 LF | 0.01000 1040.00| 0.12000 12480.00| TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE | | | 0045 636009-011 1000.000 LF | 0.01000 10.00| 1.10000 1100.00| TEMPORARY PAVEMENT MARKING-TAPE 6 IN | | | SOLID LINE | | | 0050 636011-001 23560.000 UN | 1.10000 25916.00| 2.30000 54188.00| TRAFFIC CONTROL DEVICE | | | 0055 636012-010 4.000 EA | 0.01000 0.04| 500.00000 2000.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0060 636013-001 1000.000 EA | 0.01000 10.00| 5.00000 5000.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0065 636014-001 200.000 HR | 55.00000 11000.00| 55.00000 11000.00| FLAGGER | | | 0070 636014-002 400.000 HR | 0.01000 4.00| 50.00000 20000.00| TRAFFIC DIRECTOR | | | 0075 636021-001 120.000 DA | 5.50000 660.00| 20.00000 2400.00| ELECTRIC ARROW | | | 0080 636022-001 140.000 DA | 27.50000 3850.00| 65.00000 9100.00| CHANGEABLE MESSAGE SIGN | | | 0085 636025-001 1680.000 DA | 0.55000 924.00| 1.50000 2520.00| WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0514574 COUNTIES : BARBOUR LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0570769 |( ) |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636030-001 120.000 DA | 16.50000 1980.00| 40.00000 4800.00| SPEED MONITORING TRAILER | | | 0095 639001-001 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| CONSTRUCTION LAYOUT STAKE | | | 0100 642031-001 106.000 EA | 50.00000 5300.00| 20.00000 2120.00| DITCH CHECK | | | 0105 642040-001 67.000 EA | 100.00000 6700.00| 100.00000 6700.00| INLET PROTECTION | | | 0110 661013-001 250.000 EA | 38.50000 9625.00| 40.00000 10000.00| PLASTIC DELINEATOR POST, WHITE | | | 0115 661013-001 88.000 EA | 38.50000 3388.00| 40.00000 3520.00| PLASTIC DELINEATOR POST, YELLOW | | | 0120 663001-019 44600.000 LF | 0.25000 11150.00| 0.27000 12042.00| EDGE LINE, TYPE IX WHITE | | | 0125 663001-019 44600.000 LF | 0.25000 11150.00| 0.27000 12042.00| EDGE LINE, TYPE IX YELLOW | | | 0130 663002-019 14200.000 LF | 0.25000 3550.00| 0.27000 3834.00| LANE LINE OR CENTERLINE, TYPE IX WHITE | | | 0135 663010-010 4.000 EA | 170.50000 682.00| 180.00000 720.00| LANE ARROW, TYPE V | | | 0140 663012-212 745.000 EA | 9.30000 6928.50| 11.00000 8195.00| RAISED PAVEMENT MARKER REFLECTOR WR | | | 0145 307005-001 AA1 3039.000 TN | 0.01000 30.39| 21.00000 63819.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0150 307005-002 AA2 2767.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0155 401001-001 BB1 8169.000 TN | 71.05000 580407.45| 73.00000 596337.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0160 401001-002 BB2 7435.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0165 401002-001 CC1 4935.000 TN | 78.35000 386657.25| 78.00000 384930.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0170 401002-002 CC2 4489.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,324,932.68| $ 1,546,981.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,324,932.68| $ 1,546,981.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0518745 COUNTIES : BERKELEY LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : INWOOD SIGNAL SYSTEM RENOVATION PROJECT(S) : U302-0011/00-004.91 00 STPG 0011 123 D00 LOCATION: I/S US 11 & WV 51 E ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 170,946.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 174,359.05 101.9966% 3 27-0124040 EIGHT TREASURES OF KENTUCKY, LLC $ 189,620.50 110.9242% 4 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 199,391.55 116.6401% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0518745 COUNTIES : BERKELEY LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 55-0343932 |( 3 ) 27-0124040 |DAVIS H. ELLIOT CONSTRUCTION |BAYLISS & RAMEY, INC. |EIGHT TREASURES OF KENTUCKY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 6500.00000 6500.00| 12000.00000 12000.00| 9000.00000 9000.00 MOBILIZATION | | | 0010 607009-001 25.000 LF | 100.00000 2500.00| 60.00000 1500.00| 100.00000 2500.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0015 636011-001 5705.000 UN | 0.01000 57.05| 0.01000 57.05| 0.10000 570.50 TRAFFIC CONTROL DEVICE | | | 0020 636014-001 200.000 HR | 0.01000 2.00| 0.01000 2.00| 40.00000 8000.00 FLAGGER | | | 0025 660001-001 LUMP | 9500.00000 9500.00| 9800.00000 9800.00| 11000.00000 11000.00 SIGNAL CONTROLLER , 01 | | | 0030 660001-001 LUMP | 9000.00000 9000.00| 9800.00000 9800.00| 9000.00000 9000.00 SIGNAL CONTROLLER , 02 | | | 0035 660002-020 LUMP | 25000.00000 25000.00| 21000.00000 21000.00| 22000.00000 22000.00 TRAFFIC DETECTOR, VTDS 01 | | | 0040 660002-020 LUMP | 22000.00000 22000.00| 21000.00000 21000.00| 20000.00000 20000.00 TRAFFIC DETECTOR, VTDS 02 | | | 0045 660003-001 2.000 EA | 650.00000 1300.00| 485.00000 970.00| 800.00000 1600.00 SIGNAL SECTION, G-16 | | | 0050 660003-006 61.000 EA | 225.00000 13725.00| 310.00000 18910.00| 300.00000 18300.00 SIGNAL SECTION, V-12 | | | 0055 660004-041 3.000 EA | 4500.00000 13500.00| 4800.00000 14400.00| 8000.00000 24000.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0060 660007-001 LUMP | 20804.45000 20804.45| 18000.00000 18000.00| 19000.00000 19000.00 MISCELLANEOUS SIGNAL , 01 | | | 0065 660007-001 LUMP | 15000.00000 15000.00| 18000.00000 18000.00| 17000.00000 17000.00 MISCELLANEOUS SIGNAL , 02 | | | 0070 660010-001 1.000 EA | 5600.00000 5600.00| 4000.00000 4000.00| 5000.00000 5000.00 PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0075 660010-001 1.000 EA | 6800.00000 6800.00| 5000.00000 5000.00| 4500.00000 4500.00 PRIORITY CONTROL SYSTEM DETECTOR , D4 | | | 0080 660016-001 1.000 EA | 4500.00000 4500.00| 3200.00000 3200.00| 4500.00000 4500.00 AREA MASTER CONTROLLER | | | 0085 660017-001 LUMP | 500.00000 500.00| 900.00000 900.00| 500.00000 500.00 INTERSECTION PHONE SYSTEM | | | 0090 660060-001 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 2200.00000 2200.00 MISCELLANEOUS RADIO INSTALLATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0518745 COUNTIES : BERKELEY LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 55-0343932 |( 3 ) 27-0124040 |DAVIS H. ELLIOT CONSTRUCTION |BAYLISS & RAMEY, INC. |EIGHT TREASURES OF KENTUCKY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 660060-002 2.000 EA | 4000.00000 8000.00| 2600.00000 5200.00| 2200.00000 4400.00 SPREAD SPECTRUM RADIO TRANSCEIVER | | | 0100 662007-001 4.000 EA | 500.00000 2000.00| 450.00000 1800.00| 500.00000 2000.00 LUMINAIRE, (250W) | | | 0105 662014-001 LUMP | 250.00000 250.00| 2000.00000 2000.00| 1000.00000 1000.00 INCIDENTAL ELECTRICAL WORK | | | 0110 663004-011 30.000 LF | 6.50000 195.00| 18.00000 540.00| 6.00000 180.00 CHANNELIZING LINE, TYPE V (YELLOW 8") | | | 0115 663005-010 155.000 LF | 12.50000 1937.50| 16.00000 2480.00| 14.00000 2170.00 STOP LINE, TYPE V (24") | | | 0120 663006-010 150.000 LF | 8.50000 1275.00| 12.00000 1800.00| 8.00000 1200.00 CROSSWALK LINE, TYPE V (12") | | | SECTION TOTALS | $ 170,946.00| $ 174,359.05| $ 189,620.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 170,946.00| $ 174,359.05| $ 189,620.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0518745 COUNTIES : BERKELEY LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0646159 |( ) |( ) |WEST VIRGINIA SIGNAL & LIGHT | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 5000.00000 5000.00| | MOBILIZATION | | | 0010 607009-001 25.000 LF | 68.00000 1700.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0015 636011-001 5705.000 UN | 0.01000 57.05| | TRAFFIC CONTROL DEVICE | | | 0020 636014-001 200.000 HR | 0.01000 2.00| | FLAGGER | | | 0025 660001-001 LUMP | 11500.00000 11500.00| | SIGNAL CONTROLLER , 01 | | | 0030 660001-001 LUMP | 9500.00000 9500.00| | SIGNAL CONTROLLER , 02 | | | 0035 660002-020 LUMP | 27500.00000 27500.00| | TRAFFIC DETECTOR, VTDS 01 | | | 0040 660002-020 LUMP | 27500.00000 27500.00| | TRAFFIC DETECTOR, VTDS 02 | | | 0045 660003-001 2.000 EA | 750.00000 1500.00| | SIGNAL SECTION, G-16 | | | 0050 660003-006 61.000 EA | 325.00000 19825.00| | SIGNAL SECTION, V-12 | | | 0055 660004-041 3.000 EA | 4000.00000 12000.00| | SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0060 660007-001 LUMP | 32450.00000 32450.00| | MISCELLANEOUS SIGNAL , 01 | | | 0065 660007-001 LUMP | 24450.00000 24450.00| | MISCELLANEOUS SIGNAL , 02 | | | 0070 660010-001 1.000 EA | 3500.00000 3500.00| | PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0075 660010-001 1.000 EA | 4500.00000 4500.00| | PRIORITY CONTROL SYSTEM DETECTOR , D4 | | | 0080 660016-001 1.000 EA | 3500.00000 3500.00| | AREA MASTER CONTROLLER | | | 0085 660017-001 LUMP | 500.00000 500.00| | INTERSECTION PHONE SYSTEM | | | 0090 660060-001 LUMP | 2500.00000 2500.00| | MISCELLANEOUS RADIO INSTALLATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0518745 COUNTIES : BERKELEY LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0646159 |( ) |( ) |WEST VIRGINIA SIGNAL & LIGHT | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 660060-002 2.000 EA | 2500.00000 5000.00| | SPREAD SPECTRUM RADIO TRANSCEIVER | | | 0100 662007-001 4.000 EA | 450.00000 1800.00| | LUMINAIRE, (250W) | | | 0105 662014-001 LUMP | 2000.00000 2000.00| | INCIDENTAL ELECTRICAL WORK | | | 0110 663004-011 30.000 LF | 6.50000 195.00| | CHANNELIZING LINE, TYPE V (YELLOW 8") | | | 0115 663005-010 155.000 LF | 12.50000 1937.50| | STOP LINE, TYPE V (24") | | | 0120 663006-010 150.000 LF | 6.50000 975.00| | CROSSWALK LINE, TYPE V (12") | | | SECTION TOTALS | $ 199,391.55| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 199,391.55| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0822743 COUNTIES : CABELL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : WEAVER'S ROAD SLIDE PROJECT(S) : E306-0029/04-W04.07 00 FEMA 1696 000 000 LOCATION: 0.69 MI. E. CR 29 TO 0.85 MI. W. DEAD END ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 172,201.94 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 186,408.00 108.2497% 3 38-3667285 MCCOY CONSTRUCTION COMPANY $ 233,739.00 135.7354% 4 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 255,283.50 148.2466% 5 55-0583614 KELLY PAVING, INC. $ 282,349.00 163.9639% 6 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 331,930.00 192.7562% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0822743 COUNTIES : CABELL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 62-1345425 |( 3 ) 38-3667285 |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PILING WALL | | | 0005 204001-000 LUMP | 18000.00000 18000.00| 25000.00000 25000.00| 12000.00000 12000.00 MOBILIZATION | | | 0010 207001-001 183.000 CY | 24.32000 4450.56| 15.00000 2745.00| 15.00000 2745.00 UNCLASSIFIED EXCAVATION | | | 0015 408002-001 9.000 GA | 5.50000 49.50| 10.00000 90.00| 5.00000 45.00 BITUMINOUS MATERIAL | | | 0020 604001-012 300.000 LF | 18.58000 5574.00| 0.01000 3.00| 60.00000 18000.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0025 614001-003 1620.000 LF | 60.47000 97961.40| 74.00000 119880.00| 66.00000 106920.00 HP10X42 STEEL PILE | | | 0030 614004-001 848.000 SF | 14.41000 12219.68| 15.00000 12720.00| 18.00000 15264.00 TIMBER LAGGING | | | 0035 636011-001 1740.000 UN | 1.10000 1914.00| 0.80000 1392.00| 1.00000 1740.00 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 900.000 HR | 1.00000 900.00| 0.01000 9.00| 55.00000 49500.00 FLAGGER | | | 0045 642012-001 300.000 LF | 3.58000 1074.00| 2.00000 600.00| 5.00000 1500.00 SILT FENCE | | | 0050 307005-001 AA1 65.000 TN | 57.04000 3707.60| 37.00000 2405.00| 35.00000 2275.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 AA2 59.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 401001-001 BB1 114.000 TN | 162.80000 18559.20| 154.00000 17556.00| 152.50000 17385.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0065 401001-002 BB2 104.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0070 401002-001 CC1 26.000 TN | 162.80000 4232.80| 154.00000 4004.00| 152.50000 3965.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0075 401002-002 CC2 24.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0822743 COUNTIES : CABELL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 62-1345425 |( 3 ) 38-3667285 |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 636002-001 DD1 80.000 TN | 44.49000 3559.20| 0.05000 4.00| 30.00000 2400.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0085 636002-002 DD2 73.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 172,201.94| $ 186,408.00| $ 233,739.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 172,201.94| $ 186,408.00| $ 233,739.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0822743 COUNTIES : CABELL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-1621615 |( 5 ) 55-0583614 |( 6 ) 55-0743840 |TURMAN CONSTRUCTION LLC |KELLY PAVING, INC. |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PILING WALL | | | 0005 204001-000 LUMP | 14000.00000 14000.00| 47000.00000 47000.00| 40000.00000 40000.00 MOBILIZATION | | | 0010 207001-001 183.000 CY | 50.00000 9150.00| 27.00000 4941.00| 100.00000 18300.00 UNCLASSIFIED EXCAVATION | | | 0015 408002-001 9.000 GA | 5.50000 49.50| 5.00000 45.00| 20.00000 180.00 BITUMINOUS MATERIAL | | | 0020 604001-012 300.000 LF | 35.00000 10500.00| 32.00000 9600.00| 50.00000 15000.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0025 614001-003 1620.000 LF | 80.00000 129600.00| 100.00000 162000.00| 100.00000 162000.00 HP10X42 STEEL PILE | | | 0030 614004-001 848.000 SF | 20.00000 16960.00| 32.00000 27136.00| 15.00000 12720.00 TIMBER LAGGING | | | 0035 636011-001 1740.000 UN | 1.10000 1914.00| 0.70000 1218.00| 2.00000 3480.00 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 900.000 HR | 45.00000 40500.00| 0.01000 9.00| 45.00000 40500.00 FLAGGER | | | 0045 642012-001 300.000 LF | 1.20000 360.00| 3.60000 1080.00| 15.00000 4500.00 SILT FENCE | | | 0050 307005-001 AA1 65.000 TN | 90.00000 5850.00| 48.00000 3120.00| 50.00000 3250.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 AA2 59.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 401001-001 BB1 114.000 TN | 160.00000 18240.00| 162.00000 18468.00| 200.00000 22800.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0065 401001-002 BB2 104.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0070 401002-001 CC1 26.000 TN | 160.00000 4160.00| 162.00000 4212.00| 200.00000 5200.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0075 401002-002 CC2 24.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0822743 COUNTIES : CABELL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-1621615 |( 5 ) 55-0583614 |( 6 ) 55-0743840 |TURMAN CONSTRUCTION LLC |KELLY PAVING, INC. |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 636002-001 DD1 80.000 TN | 50.00000 4000.00| 44.00000 3520.00| 50.00000 4000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0085 636002-002 DD2 73.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 255,283.50| $ 282,349.00| $ 331,930.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 255,283.50| $ 282,349.00| $ 331,930.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0713519 COUNTIES : KANAWHA LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : UPPER FALLS ROAD / CORR SLIDE PROJECT(S) : S320-0009/01-000.75 00 LOCATION: 1.3 MI S CR 9 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 585,947.00 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 694,968.68 118.6061% 3 20-3991479 BBR DRILLING COMPANY, INC. $ 843,479.50 143.9515% 4 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 898,574.00 153.3541% 5 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 957,375.25 163.3894% 6 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 970,612.75 165.6486% 7 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,019,557.00 174.0016% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0713519 COUNTIES : KANAWHA LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 31-4444098 |( 3 ) 20-3991479 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 201001-000 1.000 LS | 10000.00000 10000.00| 1000.01000 1000.01| 2000.00000 2000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 20000.00000 20000.00| 57900.00000 57900.00| 15000.00000 15000.00 MOBILIZATION | | | 0015 207001-001 222.000 CY | 15.00000 3330.00| 58.84000 13062.48| 5.00000 1110.00 UNCLASSIFIED EXCAVATION | | | 0020 212005-000 200.000 CY | 45.00000 9000.00| 73.23000 14646.00| 65.00000 13000.00 SELECT MATERIAL FOR BACKFILLING | | | 0025 229001-000 0.114 MI | 4000.00000 456.00| 52294.25000 5961.54| 5000.00000 570.00 SHOULDER AND DITCH | | | 0030 307001-000 35.000 CY | 62.00000 2170.00| 209.95000 7348.25| 70.00000 2450.00 AGGREGATE BASE COURSE, CLASS 7 | | | 0035 604050-016 70.000 LF | 95.00000 6650.00| 85.80000 6006.00| 60.00000 4200.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0040 607001-001 50.000 LF | 12.00000 600.00| 14.28000 714.00| 14.00000 700.00 TYPE 1 GUARDRAIL, CLASS 3 | | | 0045 607001-001 50.000 LF | 12.00000 600.00| 8.80000 440.00| 10.00000 500.00 TYPE 1 GUARDRAIL, CLASS 3, CONTINGENCY | | | ITEM | | | 0050 607009-001 650.000 LF | 8.00000 5200.00| 7.98000 5187.00| 10.00000 6500.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607042-001 5.000 EA | 12.00000 60.00| 44.00000 220.00| 40.00000 200.00 6 FT STEEL POST CONTINGENCY ITEM | | | 0060 607065-001 1.000 EA | 1800.00000 1800.00| 1650.00000 1650.00| 1500.00000 1500.00 FLARED END TERMINAL | | | 0065 614003-001 3680.000 SF | 12.00000 44160.00| 21.33000 78494.40| 14.00000 51520.00 CONCRETE LAGGING, THICKNESS 8" | | | 0070 633003-001 10.000 CY | 90.00000 900.00| 73.16000 731.60| 60.00000 600.00 DUMPED ROCK GUTTER | | | 0075 636008-001 1500.000 LF | 0.30000 450.00| 0.33000 495.00| 0.50000 750.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636011-001 4560.000 UN | 0.80000 3648.00| 0.83000 3784.80| 1.00000 4560.00 TRAFFIC CONTROL DEVICE | | | 0085 636014-001 504.000 HR | 0.01000 5.04| 49.50000 24948.00| 41.00000 20664.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0713519 COUNTIES : KANAWHA LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 31-4444098 |( 3 ) 20-3991479 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636022-001 120.000 DA | 50.00000 6000.00| 55.00000 6600.00| 60.00000 7200.00 CHANGEABLE MESSAGE SIGN | | | 0095 636023-001 2.000 LS | 2500.00000 2500.00| 11715.00000 11715.00| 27000.00000 27000.00 TEMPORARY TRAFFIC SIGNAL | | | 0100 636025-001 120.000 DA | 7.00000 840.00| 1.10000 132.00| 1.00000 120.00 WARNING LIGHTS, TYPE TYPE B | | | 0105 639001-001 LUMP | 35000.96000 35000.96| 4400.00000 4400.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0110 642012-001 800.000 LF | 2.00000 1600.00| 1.63000 1304.00| 1.00000 800.00 SILT FENCE | | | 0115 652003-001 10.000 LB | 40.00000 400.00| 231.00000 2310.00| 10.00000 100.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0120 652004-002 0.500 TN | 3000.00000 1500.00| 550.00000 275.00| 50.00000 25.00 WOOD CELLULOSE FIBER MULCH | | | 0125 663001-004 1500.000 LF | 0.30000 450.00| 0.33000 495.00| 0.50000 750.00 EDGE LINE, TYPE II WHITE | | | 0130 663002-005 1500.000 LF | 0.30000 450.00| 0.33000 495.00| 0.50000 750.00 LANE LINE OR CENTERLINE, TYPE II DOUBLE | | | YELLOW | | | 0135 307005-001 AA1 60.000 TN | 31.00000 1860.00| 48.56000 2913.60| 40.00000 2400.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 AA2 57.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401002-001 BB1 100.650 TN | 180.00000 18117.00| 176.00000 17714.40| 170.00000 17110.50 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401002-002 BB2 96.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0155 614001-006 CC1 6280.000 LF | | | HP12X53 STEEL PILE | | | 0160 614001-109 CC2 6280.000 LF | 65.00000 408200.00| 67.52000 424025.60| 105.00000 659400.00 W12X50 STEEL PILE | | | SECTION TOTALS | $ 585,947.00| $ 694,968.68| $ 843,479.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 585,947.00| $ 694,968.68| $ 843,479.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0713519 COUNTIES : KANAWHA LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( 5 ) 34-1421920 |( 6 ) 26-1621615 |THAXTON CONSTRUCTION COMPANY |OHIO-WEST VIRGINIA EXCAVATIN |TURMAN CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 201001-000 1.000 LS | 10000.00000 10000.00| 3500.00000 3500.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 25000.00000 25000.00| 30000.00000 30000.00| 40000.00000 40000.00 MOBILIZATION | | | 0015 207001-001 222.000 CY | 100.00000 22200.00| 70.00000 15540.00| 50.00000 11100.00 UNCLASSIFIED EXCAVATION | | | 0020 212005-000 200.000 CY | 30.00000 6000.00| 110.00000 22000.00| 75.00000 15000.00 SELECT MATERIAL FOR BACKFILLING | | | 0025 229001-000 0.114 MI | 1000.00000 114.00| 13000.00000 1482.00| 20000.00000 2280.00 SHOULDER AND DITCH | | | 0030 307001-000 35.000 CY | 50.00000 1750.00| 130.00000 4550.00| 90.00000 3150.00 AGGREGATE BASE COURSE, CLASS 7 | | | 0035 604050-016 70.000 LF | 70.00000 4900.00| 90.00000 6300.00| 125.00000 8750.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0040 607001-001 50.000 LF | 45.00000 2250.00| 13.00000 650.00| 11.50000 575.00 TYPE 1 GUARDRAIL, CLASS 3 | | | 0045 607001-001 50.000 LF | 60.00000 3000.00| 8.00000 400.00| 11.00000 550.00 TYPE 1 GUARDRAIL, CLASS 3, CONTINGENCY | | | ITEM | | | 0050 607009-001 650.000 LF | 25.00000 16250.00| 7.50000 4875.00| 6.50000 4225.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607042-001 5.000 EA | 400.00000 2000.00| 45.00000 225.00| 11.00000 55.00 6 FT STEEL POST CONTINGENCY ITEM | | | 0060 607065-001 1.000 EA | 2000.00000 2000.00| 1500.00000 1500.00| 1600.00000 1600.00 FLARED END TERMINAL | | | 0065 614003-001 3680.000 SF | 15.00000 55200.00| 19.00000 69920.00| 20.00000 73600.00 CONCRETE LAGGING, THICKNESS 8" | | | 0070 633003-001 10.000 CY | 100.00000 1000.00| 125.00000 1250.00| 300.00000 3000.00 DUMPED ROCK GUTTER | | | 0075 636008-001 1500.000 LF | 1.00000 1500.00| 0.50000 750.00| 0.35000 525.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636011-001 4560.000 UN | 2.00000 9120.00| 1.00000 4560.00| 1.00000 4560.00 TRAFFIC CONTROL DEVICE | | | 0085 636014-001 504.000 HR | 45.00000 22680.00| 40.00000 20160.00| 50.00000 25200.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0713519 COUNTIES : KANAWHA LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( 5 ) 34-1421920 |( 6 ) 26-1621615 |THAXTON CONSTRUCTION COMPANY |OHIO-WEST VIRGINIA EXCAVATIN |TURMAN CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636022-001 120.000 DA | 60.00000 7200.00| 80.00000 9600.00| 55.00000 6600.00 CHANGEABLE MESSAGE SIGN | | | 0095 636023-001 2.000 LS | 30500.00000 30500.00| 30000.00000 30000.00| 14000.00000 14000.00 TEMPORARY TRAFFIC SIGNAL | | | 0100 636025-001 120.000 DA | 1.50000 180.00| 1.55000 186.00| 1.20000 144.00 WARNING LIGHTS, TYPE TYPE B | | | 0105 639001-001 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0110 642012-001 800.000 LF | 10.00000 8000.00| 3.25000 2600.00| 1.20000 960.00 SILT FENCE | | | 0115 652003-001 10.000 LB | 100.00000 1000.00| 210.00000 2100.00| 220.00000 2200.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0120 652004-002 0.500 TN | 1000.00000 500.00| 500.00000 250.00| 550.00000 275.00 WOOD CELLULOSE FIBER MULCH | | | 0125 663001-004 1500.000 LF | 1.50000 2250.00| 0.50000 750.00| 0.35000 525.00 EDGE LINE, TYPE II WHITE | | | 0130 663002-005 1500.000 LF | 1.50000 2250.00| 0.50000 750.00| 0.35000 525.00 LANE LINE OR CENTERLINE, TYPE II DOUBLE | | | YELLOW | | | 0135 307005-001 AA1 60.000 TN | 60.00000 3600.00| 75.00000 4500.00| 65.00000 3900.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 AA2 57.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401002-001 BB1 100.650 TN | 200.00000 20130.00| 165.00000 16607.25| 175.00000 17613.75 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401002-002 BB2 96.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0155 614001-006 CC1 6280.000 LF | 100.00000 628000.00| | HP12X53 STEEL PILE | | | 0160 614001-109 CC2 6280.000 LF | | 110.25000 692370.00| 115.00000 722200.00 W12X50 STEEL PILE | | | SECTION TOTALS | $ 898,574.00| $ 957,375.25| $ 970,612.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 898,574.00| $ 957,375.25| $ 970,612.75 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0713519 COUNTIES : KANAWHA LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0487806 |( ) |( ) |ORDERS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 201001-000 1.000 LS | 15000.00000 15000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 27000.00000 27000.00| | MOBILIZATION | | | 0015 207001-001 222.000 CY | 25.00000 5550.00| | UNCLASSIFIED EXCAVATION | | | 0020 212005-000 200.000 CY | 120.00000 24000.00| | SELECT MATERIAL FOR BACKFILLING | | | 0025 229001-000 0.114 MI | 32000.00000 3648.00| | SHOULDER AND DITCH | | | 0030 307001-000 35.000 CY | 150.00000 5250.00| | AGGREGATE BASE COURSE, CLASS 7 | | | 0035 604050-016 70.000 LF | 180.00000 12600.00| | 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0040 607001-001 50.000 LF | 12.00000 600.00| | TYPE 1 GUARDRAIL, CLASS 3 | | | 0045 607001-001 50.000 LF | 12.00000 600.00| | TYPE 1 GUARDRAIL, CLASS 3, CONTINGENCY | | | ITEM | | | 0050 607009-001 650.000 LF | 6.70000 4355.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607042-001 5.000 EA | 53.00000 265.00| | 6 FT STEEL POST CONTINGENCY ITEM | | | 0060 607065-001 1.000 EA | 1600.00000 1600.00| | FLARED END TERMINAL | | | 0065 614003-001 3680.000 SF | 19.00000 69920.00| | CONCRETE LAGGING, THICKNESS 8" | | | 0070 633003-001 10.000 CY | 210.00000 2100.00| | DUMPED ROCK GUTTER | | | 0075 636008-001 1500.000 LF | 0.32000 480.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636011-001 4560.000 UN | 0.80000 3648.00| | TRAFFIC CONTROL DEVICE | | | 0085 636014-001 504.000 HR | 25.00000 12600.00| | FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0713519 COUNTIES : KANAWHA LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0487806 |( ) |( ) |ORDERS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636022-001 120.000 DA | 53.00000 6360.00| | CHANGEABLE MESSAGE SIGN | | | 0095 636023-001 2.000 LS | 46000.00000 46000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0100 636025-001 120.000 DA | 1.10000 132.00| | WARNING LIGHTS, TYPE TYPE B | | | 0105 639001-001 LUMP | 3800.00000 3800.00| | CONSTRUCTION LAYOUT STAKE | | | 0110 642012-001 800.000 LF | 4.10000 3280.00| | SILT FENCE | | | 0115 652003-001 10.000 LB | 220.00000 2200.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0120 652004-002 0.500 TN | 530.00000 265.00| | WOOD CELLULOSE FIBER MULCH | | | 0125 663001-004 1500.000 LF | 0.32000 480.00| | EDGE LINE, TYPE II WHITE | | | 0130 663002-005 1500.000 LF | 0.32000 480.00| | LANE LINE OR CENTERLINE, TYPE II DOUBLE | | | YELLOW | | | 0135 307005-001 AA1 60.000 TN | 170.00000 10200.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 AA2 57.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401002-001 BB1 100.650 TN | 160.00000 16104.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401002-002 BB2 96.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0155 614001-006 CC1 6280.000 LF | | | HP12X53 STEEL PILE | | | 0160 614001-109 CC2 6280.000 LF | 118.00000 741040.00| | W12X50 STEEL PILE | | | SECTION TOTALS | $ 1,019,557.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,019,557.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0736043 COUNTIES : LEWIS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WALKERSVILLE ROAD PROJECT(S) : E321-0019/00-005.60 00 00ER 0407 010 D0 LOCATION: 0.42 MILE N CO 19/17 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 86,210.50 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 99,709.00 115.6576% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0736043 COUNTIES : LEWIS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( ) |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 29500.00000 29500.00| 18400.00000 18400.00| MOBILIZATION | | | 0010 207001-001 40.000 CY | 5.00000 200.00| 15.00000 600.00| UNCLASSIFIED EXCAVATION | | | 0015 212005-000 75.000 CY | 65.00000 4875.00| 48.00000 3600.00| SELECT MATERIAL FOR BACKFILLING | | | 0020 408002-001 15.000 GA | 10.00000 150.00| 10.00000 150.00| BITUMINOUS MATERIAL | | | 0025 607001-001 137.500 LF | 29.00000 3987.50| 28.00000 3850.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0030 607066-001 2.000 EA | 1800.00000 3600.00| 1900.00000 3800.00| TANGENT END TERMINAL | | | 0035 614001-004 363.000 LF | 60.00000 21780.00| 70.00000 25410.00| HP10X57 STEEL PILE | | | 0040 614003-001 320.000 SF | 14.00000 4480.00| 10.50000 3360.00| CONCRETE LAGGING, THICKNESS 6 INCHES | | | 0045 636011-001 880.000 UN | 1.00000 880.00| 4.00000 3520.00| TRAFFIC CONTROL DEVICE | | | 0050 636014-001 160.000 HR | 41.00000 6560.00| 55.00000 8800.00| FLAGGER | | | 0055 636025-001 16.000 DA | 1.00000 16.00| 5.00000 80.00| WARNING LIGHTS, TYPE "B" | | | 0060 639001-001 LUMP | 1000.00000 1000.00| 19000.00000 19000.00| CONSTRUCTION LAYOUT STAKE | | | 0065 642012-001 102.000 LF | 1.00000 102.00| 2.00000 204.00| SILT FENCE | | | 0070 307005-001 AA1 20.000 TN | 40.00000 800.00| 30.00000 600.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0075 307005-002 AA2 18.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0080 401002-001 BB1 41.000 TN | 180.00000 7380.00| 185.00000 7585.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0085 401002-002 BB2 37.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0736043 COUNTIES : LEWIS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( ) |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636002-001 CC1 30.000 TN | 30.00000 900.00| 25.00000 750.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0095 636002-002 CC2 27.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 86,210.50| $ 99,709.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 86,210.50| $ 99,709.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0826399 COUNTIES : MINGO LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : GILBERT CREEK ROAD PROJECT(S) : E330-0013/00-004.07 00 00ER 0407 008 D00 LOCATION: 2.96 MI. S. CO 13/3 TO 1.01 MI. N. MCDOWELL COUNTY LINE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-3667285 MCCOY CONSTRUCTION COMPANY $ 73,693.75 100.0000% 2 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 80,475.00 109.2019% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 109,540.00 148.6422% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0826399 COUNTIES : MINGO LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 55-0743840 |( 3 ) 62-1345425 |MCCOY CONSTRUCTION COMPANY |THAXTON CONSTRUCTION COMPANY |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PILING WALL | | | 0005 204001-000 LUMP | 12500.00000 12500.00| 15000.00000 15000.00| 49800.00000 49800.00 MOBILIZATION | | | 0010 207001-001 31.000 CY | 30.00000 930.00| 100.00000 3100.00| 20.00000 620.00 UNCLASSIFIED EXCAVATION | | | 0015 211002-000 31.000 CY | 85.00000 2635.00| 100.00000 3100.00| 65.00000 2015.00 ROCK BORROW EXCAVATION | | | 0020 229001-000 0.010 MI | 15000.00000 150.00| 1000.00000 10.00| 20000.00000 200.00 SHOULDER AND DITCH | | | 0025 240001-000 35.000 LF | 10.00000 350.00| 40.00000 1400.00| 10.00000 350.00 CLEAN CULVERT | | | 0030 240002-000 1.000 EA | 500.00000 500.00| 4000.00000 4000.00| 100.00000 100.00 CLEAN INLET | | | 0035 607001-001 15.000 LF | 205.00000 3075.00| 50.00000 750.00| 185.00000 2775.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607010-001 37.500 LF | 20.50000 768.75| 50.00000 1875.00| 4.00000 150.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0045 614001-004 240.000 LF | 150.00000 36000.00| 150.00000 36000.00| 180.00000 43200.00 HP10X57 STEEL PILE | | | 0050 614004-001 168.000 SF | 35.00000 5880.00| 20.00000 3360.00| 10.00000 1680.00 TIMBER LAGGING | | | 0055 636011-001 1360.000 UN | 1.50000 2040.00| 3.00000 4080.00| 1.00000 1360.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 160.000 HR | 55.00000 8800.00| 45.00000 7200.00| 45.00000 7200.00 FLAGGER | | | 0065 307005-001 AA1 1.000 TN | 65.00000 65.00| 600.00000 600.00| 90.00000 90.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0070 307005-002 AA2 0.820 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 73,693.75| $ 80,475.00| $ 109,540.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 73,693.75| $ 80,475.00| $ 109,540.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0522782 COUNTIES : PUTNAM LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : HARMON'S CREEK / CORR SLIDE PROJECT(S) : S340-0038/00-001.69 00 LOCATION: 1.4 MI E CO 38/2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 223,930.60 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 231,337.11 103.3075% 3 38-3667285 MCCOY CONSTRUCTION COMPANY $ 235,239.60 105.0502% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 262,306.00 117.1372% 5 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 289,108.50 129.1063% 6 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 320,910.00 143.3078% 7 55-0583614 KELLY PAVING, INC. $ 326,125.00 145.6366% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0522782 COUNTIES : PUTNAM LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 31-4444098 |( 3 ) 38-3667285 |BBR DRILLING COMPANY, INC. |ALAN STONE CO., INC. |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 201001-000 1.000 LS | 500.00000 500.00| 5000.00000 5000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 5000.00000 5000.00| 15300.00000 15300.00| 8500.00000 8500.00 MOBILIZATION | | | 0015 229001-000 0.050 MI | 5000.00000 250.00| 19715.20000 985.76| 15500.00000 775.00 SHOULDER AND DITCH | | | 0020 307001-000 25.000 CY | 65.00000 1625.00| 90.13000 2253.25| 65.00000 1625.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 307001-000 46.000 CY | 65.00000 2990.00| 95.88000 4410.48| 85.00000 3910.00 AGGREGATE BASE COURSE, CLASS 7 | | | 0030 408002-001 13.000 GA | 10.00000 130.00| 11.00000 143.00| 10.00000 130.00 BITUMINOUS MATERIAL | | | 0035 607001-001 220.000 LF | 30.00000 6600.00| 22.53000 4956.60| 20.48000 4505.60 TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607066-001 1.000 EA | 1900.00000 1900.00| 1925.00000 1925.00| 1750.00000 1750.00 TANGENT END TERMINAL | | | 0045 614004-001 752.000 SF | 10.00000 7520.00| 7.34000 5519.68| 15.00000 11280.00 TIMBER LAGGING | | | 0050 636011-001 2780.000 UN | 0.75000 2085.00| 1.16000 3224.80| 1.05000 2919.00 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 60.000 HR | 0.01000 0.60| 55.24000 3314.40| 55.00000 3300.00 FLAGGER | | | 0060 636022-001 10.000 DA | 75.00000 750.00| 117.62000 1176.20| 75.00000 750.00 CHANGEABLE MESSAGE SIGN | | | 0065 639001-001 LUMP | 1000.00000 1000.00| 8000.00000 8000.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0070 642012-001 350.000 LF | 1.00000 350.00| 2.76000 966.00| 5.00000 1750.00 SILT FENCE | | | 0075 642031-001 2.000 EA | 10.00000 20.00| 164.02000 328.04| 100.00000 200.00 DITCH CHECK | | | 0080 652003-001 3.000 LB | 10.00000 30.00| 23.18000 69.54| 100.00000 300.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0085 652003-002 2.000 LB | 20.00000 40.00| 42.86000 85.72| 150.00000 300.00 SEED MIXTURE, D | | | 0090 652004-001 0.020 TN | 1000.00000 20.00| 2950.00000 59.00| 750.00000 15.00 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0522782 COUNTIES : PUTNAM LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 31-4444098 |( 3 ) 38-3667285 |BBR DRILLING COMPANY, INC. |ALAN STONE CO., INC. |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 652004-002 0.020 TN | 1000.00000 20.00| 3500.00000 70.00| 1000.00000 20.00 WOOD CELLULOSE FIBER MULCH | | | 0100 307005-001 AA1 8.000 TN | 60.00000 480.00| 171.03000 1368.24| 65.00000 520.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0105 307005-002 AA2 7.500 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0110 401001-001 BB1 36.000 TN | 170.00000 6120.00| 174.90000 6296.40| 165.00000 5940.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0115 401001-002 BB2 35.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0120 401003-001 CC1 50.000 TN | 170.00000 8500.00| 174.90000 8745.00| 165.00000 8250.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0125 401003-002 CC2 45.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0130 614001-115 DD1 2000.000 LF | | 78.57000 157140.00| 86.00000 172000.00 W12X87 STEEL PILE | | | 0135 614001-017 DD2 2000.000 LF | 89.00000 178000.00| | HP14X89 STEEL PILE | | | SECTION TOTALS | $ 223,930.60| $ 231,337.11| $ 235,239.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 223,930.60| $ 231,337.11| $ 235,239.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0522782 COUNTIES : PUTNAM LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 26-1621615 |( 6 ) 55-0743840 |BILCO CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION LLC |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 201001-000 1.000 LS | 20000.00000 20000.00| 5000.00000 5000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 30400.00000 30400.00| 14000.00000 14000.00| 20000.00000 20000.00 MOBILIZATION | | | 0015 229001-000 0.050 MI | 500.00000 25.00| 25000.00000 1250.00| 1000.00000 50.00 SHOULDER AND DITCH | | | 0020 307001-000 25.000 CY | 69.00000 1725.00| 80.00000 2000.00| 60.00000 1500.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 307001-000 46.000 CY | 79.00000 3634.00| 80.00000 3680.00| 60.00000 2760.00 AGGREGATE BASE COURSE, CLASS 7 | | | 0030 408002-001 13.000 GA | 11.00000 143.00| 10.50000 136.50| 30.00000 390.00 BITUMINOUS MATERIAL | | | 0035 607001-001 220.000 LF | 22.00000 4840.00| 23.00000 5060.00| 45.00000 9900.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607066-001 1.000 EA | 1900.00000 1900.00| 2300.00000 2300.00| 1000.00000 1000.00 TANGENT END TERMINAL | | | 0045 614004-001 752.000 SF | 12.00000 9024.00| 25.00000 18800.00| 15.00000 11280.00 TIMBER LAGGING | | | 0050 636011-001 2780.000 UN | 1.00000 2780.00| 1.10000 3058.00| 2.00000 5560.00 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 60.000 HR | 0.05000 3.00| 50.00000 3000.00| 45.00000 2700.00 FLAGGER | | | 0060 636022-001 10.000 DA | 100.00000 1000.00| 80.00000 800.00| 110.00000 1100.00 CHANGEABLE MESSAGE SIGN | | | 0065 639001-001 LUMP | 30400.00000 30400.00| 1000.00000 1000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0070 642012-001 350.000 LF | 2.00000 700.00| 1.80000 630.00| 15.00000 5250.00 SILT FENCE | | | 0075 642031-001 2.000 EA | 75.00000 150.00| 250.00000 500.00| 500.00000 1000.00 DITCH CHECK | | | 0080 652003-001 3.000 LB | 60.00000 180.00| 800.00000 2400.00| 1000.00000 3000.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0085 652003-002 2.000 LB | 60.00000 120.00| 800.00000 1600.00| 1000.00000 2000.00 SEED MIXTURE, D | | | 0090 652004-001 0.020 TN | 10000.00000 200.00| 1100.00000 22.00| 1000.00000 20.00 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0522782 COUNTIES : PUTNAM LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 26-1621615 |( 6 ) 55-0743840 |BILCO CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION LLC |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 652004-002 0.020 TN | 3500.00000 70.00| 1100.00000 22.00| 1000.00000 20.00 WOOD CELLULOSE FIBER MULCH | | | 0100 307005-001 AA1 8.000 TN | 49.00000 392.00| 100.00000 800.00| 60.00000 480.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0105 307005-002 AA2 7.500 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0110 401001-001 BB1 36.000 TN | 170.00000 6120.00| 175.00000 6300.00| 150.00000 5400.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0115 401001-002 BB2 35.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0120 401003-001 CC1 50.000 TN | 170.00000 8500.00| 175.00000 8750.00| 150.00000 7500.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0125 401003-002 CC2 45.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0130 614001-115 DD1 2000.000 LF | 70.00000 140000.00| 104.00000 208000.00| 110.00000 220000.00 W12X87 STEEL PILE | | | 0135 614001-017 DD2 2000.000 LF | | | HP14X89 STEEL PILE | | | SECTION TOTALS | $ 262,306.00| $ 289,108.50| $ 320,910.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 262,306.00| $ 289,108.50| $ 320,910.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0522782 COUNTIES : PUTNAM LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0583614 |( ) |( ) |KELLY PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 201001-000 1.000 LS | 1500.00000 1500.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 34000.00000 34000.00| | MOBILIZATION | | | 0015 229001-000 0.050 MI | 35300.00000 1765.00| | SHOULDER AND DITCH | | | 0020 307001-000 25.000 CY | 83.00000 2075.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0025 307001-000 46.000 CY | 95.00000 4370.00| | AGGREGATE BASE COURSE, CLASS 7 | | | 0030 408002-001 13.000 GA | 10.00000 130.00| | BITUMINOUS MATERIAL | | | 0035 607001-001 220.000 LF | 22.00000 4840.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607066-001 1.000 EA | 1900.00000 1900.00| | TANGENT END TERMINAL | | | 0045 614004-001 752.000 SF | 29.00000 21808.00| | TIMBER LAGGING | | | 0050 636011-001 2780.000 UN | 1.00000 2780.00| | TRAFFIC CONTROL DEVICE | | | 0055 636014-001 60.000 HR | 53.00000 3180.00| | FLAGGER | | | 0060 636022-001 10.000 DA | 75.00000 750.00| | CHANGEABLE MESSAGE SIGN | | | 0065 639001-001 LUMP | 800.00000 800.00| | CONSTRUCTION LAYOUT STAKE | | | 0070 642012-001 350.000 LF | 2.50000 875.00| | SILT FENCE | | | 0075 642031-001 2.000 EA | 135.00000 270.00| | DITCH CHECK | | | 0080 652003-001 3.000 LB | 700.00000 2100.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0085 652003-002 2.000 LB | 700.00000 1400.00| | SEED MIXTURE, D | | | 0090 652004-001 0.020 TN | 900.00000 18.00| | STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0522782 COUNTIES : PUTNAM LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0583614 |( ) |( ) |KELLY PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 652004-002 0.020 TN | 900.00000 18.00| | WOOD CELLULOSE FIBER MULCH | | | 0100 307005-001 AA1 8.000 TN | 62.00000 496.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0105 307005-002 AA2 7.500 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0110 401001-001 BB1 36.000 TN | 175.00000 6300.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0115 401001-002 BB2 35.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0120 401003-001 CC1 50.000 TN | 175.00000 8750.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0125 401003-002 CC2 45.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0130 614001-115 DD1 2000.000 LF | 113.00000 226000.00| | W12X87 STEEL PILE | | | 0135 614001-017 DD2 2000.000 LF | | | HP14X89 STEEL PILE | | | SECTION TOTALS | $ 326,125.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 326,125.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : WILLOWWOOD BRIDGE PROJECT(S) : S345-0003/00-014.87 00 00BR 0003 106 D00 LOCATION: / GREENBRIER RIVER, 0.11 MI E WV 12 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 5,019,030.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 5,153,410.76 102.6774% 3 34-1199322 VELOTTA COMPANY, THE $ 5,220,406.98 104.0123% 4 55-0345840 VECELLIO & GROGAN, INC. $ 5,455,000.64 108.6864% 5 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 5,595,543.45 111.4866% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 165761.46000 165761.46| 230000.00000 230000.00| 54000.00000 54000.00 CLEARING AND GRUBBING | | | 0010 202003-000 LUMP | 2595.32000 2595.32| 1200.00000 1200.00| 1500.00000 1500.00 SEPTIC TANK ABANDONMENT NUMBER, 1/1 | | | 0015 204001-000 LUMP | 250000.00000 250000.00| 240000.00000 240000.00| 250000.00000 250000.00 MOBILIZATION | | | 0020 207001-001 2738.000 CY | 15.00000 41070.00| 18.00000 49284.00| 21.00000 57498.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 432.000 CY | 65.00000 28080.00| 54.00000 23328.00| 47.25000 20412.00 SUBGRADE | | | 0030 207034-000 2589.000 SY | 2.00000 5178.00| 1.70000 4401.30| 2.00000 5178.00 FABRIC FOR SEPARATION | | | 0035 211001-000 4212.000 CY | 13.00000 54756.00| 15.00000 63180.00| 17.30000 72867.60 UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 1740.000 CY | 43.00000 74820.00| 39.00000 67860.00| 52.50000 91350.00 ROCK BORROW EXCAVATION | | | 0045 211008-000 3064.000 TN | 38.00000 116432.00| 35.00000 107240.00| 42.00000 128688.00 ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0050 307001-000 432.000 CY | 65.00000 28080.00| 65.00000 28080.00| 47.25000 20412.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 88.000 CY | 90.00000 7920.00| 110.00000 9680.00| 84.00000 7392.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 408002-001 1186.000 GA | 2.50000 2965.00| 2.70000 3202.20| 2.50000 2965.00 BITUMINOUS MATERIAL | | | 0065 415005-001 499.000 SY | 8.00000 3992.00| 18.00000 8982.00| 8.00000 3992.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0070 502001-012 350.000 SY | 300.00000 105000.00| 400.00000 140000.00| 280.00000 98000.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0075 604009-020 1.000 EA | 280.00000 280.00| 340.00000 340.00| 350.00000 350.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0080 604076-020 112.000 LF | 63.00000 7056.00| 89.00000 9968.00| 65.00000 7280.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0085 605009-001 1.000 EA | 2400.00000 2400.00| 2000.00000 2000.00| 2550.00000 2550.00 TYPE G INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607001-001 668.000 LF | 15.45000 10320.60| 17.00000 11356.00| 23.15000 15464.20 TYPE 1 GUARDRAIL, CLASS II | | | 0095 607006-001 4.000 EA | 1698.00000 6792.00| 1800.00000 7200.00| 1200.00000 4800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0100 607010-001 1059.000 LF | 1.40000 1482.60| 1.50000 1588.50| 5.00000 5295.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0105 607065-001 2.000 EA | 2043.00000 4086.00| 2200.00000 4400.00| 1600.00000 3200.00 FLARED END TERMINAL | | | 0110 608001-004 26.000 LF | 80.00000 2080.00| 110.00000 2860.00| 80.00000 2080.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0115 633003-001 16.000 CY | 85.00000 1360.00| 130.00000 2080.00| 55.00000 880.00 DUMPED ROCK GUTTER | | | 0120 636007-001 1000.000 LF | 0.90000 900.00| 1.00000 1000.00| 0.50000 500.00 ERADICATION OF PAVEMENT MARKING | | | 0125 636009-001 7000.000 LF | 1.25000 8750.00| 1.40000 9800.00| 1.00000 7000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0130 636011-001 12920.000 UN | 1.05000 13566.00| 1.20000 15504.00| 1.00000 12920.00 TRAFFIC CONTROL DEVICE | | | 0135 636012-010 4.000 EA | 350.00000 1400.00| 400.00000 1600.00| 100.00000 400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0140 636013-001 200.000 EA | 3.50000 700.00| 4.00000 800.00| 1.00000 200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0145 636014-001 1000.000 HR | 55.00000 55000.00| 57.00000 57000.00| 42.00000 42000.00 FLAGGER | | | 0150 636017-001 350.000 LF | 20.00000 7000.00| 32.00000 11200.00| 30.00000 10500.00 TEMPORARY CONCRETE BARRIER | | | 0155 636018-001 50.000 LF | 4.50000 225.00| 8.50000 425.00| 10.00000 500.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0160 636023-001 1.000 LS | 30000.00000 30000.00| 62000.00000 62000.00| 15000.00000 15000.00 TEMPORARY TRAFFIC SIGNAL ,01 | | | 0165 636023-001 1.000 LS | 10000.00000 10000.00| 2900.00000 2900.00| 10000.00000 10000.00 TEMPORARY TRAFFIC SIGNAL ,02 | | | 0170 636025-001 2400.000 DA | 1.55000 3720.00| 1.80000 4320.00| 1.00000 2400.00 WARNING LIGHTS, TYPE B | | | 0175 638002-001 10.000 EA | 45.00000 450.00| 110.00000 1100.00| 150.00000 1500.00 RIGHT OF WAY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 639001-001 LUMP | 35000.00000 35000.00| 11000.00000 11000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0185 640001-001 14.000 MO | 2300.00000 32200.00| 1500.00000 21000.00| 1600.00000 22400.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0190 640003-001 LUMP | 750.00000 750.00| 1800.00000 1800.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0195 642001-001 166.000 LF | 1.20000 199.20| 4.00000 664.00| 3.00000 498.00 TEMPORARY BERM | | | 0200 642004-001 51.000 LB | 0.10000 5.10| 0.11000 5.61| 0.10000 5.10 SEED MIXTURE, TEMPORARY | | | 0205 642005-001 0.700 TN | 4700.00000 3290.00| 5100.00000 3570.00| 4700.00000 3290.00 MULCH, STRAW OR HAY | | | 0210 642006-001 0.300 TN | 800.00000 240.00| 860.00000 258.00| 800.00000 240.00 FERTILIZER | | | 0215 642008-001 636.000 LF | 100.00000 63600.00| 66.00000 41976.00| 70.00000 44520.00 TEMPORARY PIPE ,CAUSEWAY | | | 0220 642010-001 1.300 TN | 20.00000 26.00| 22.00000 28.60| 20.00000 26.00 AGRICULTURAL LIMESTONE | | | 0225 642012-001 2457.000 LF | 2.75000 6756.75| 4.20000 10319.40| 3.00000 7371.00 SILT FENCE | | | 0230 642031-001 4.000 EA | 125.00000 500.00| 180.00000 720.00| 200.00000 800.00 DITCH CHECK | | | 0235 652001-001 1.300 TN | 20.00000 26.00| 22.00000 28.60| 20.00000 26.00 AGRICULTURAL LIMESTONE | | | 0240 652002-001 0.300 TN | 5000.00000 1500.00| 5400.00000 1620.00| 5000.00000 1500.00 FERTILIZER, 10-20-10 | | | 0245 652003-002 60.000 LB | 10.00000 600.00| 11.00000 660.00| 10.00000 600.00 SEED MIXTURE, D | | | 0250 652004-001 1.700 TN | 1290.00000 2193.00| 1400.00000 2380.00| 1290.00000 2193.00 STRAW OR HAY MULCH | | | 0255 664011-001 2.000 EA | 5400.00000 10800.00| 5800.00000 11600.00| 4900.00000 9800.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE II | | | 0260 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0265 402001-001 AA1 169.000 TN | 151.00000 25519.00| 160.00000 27040.00| 151.00000 25519.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 402001-002 AA2 162.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0275 401001-001 AB1 570.000 TN | 101.00000 57570.00| 110.00000 62700.00| 101.00000 57570.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0280 401001-002 AB2 544.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0285 401001-001 AC1 425.000 TN | 126.00000 53550.00| 130.00000 55250.00| 126.00000 53550.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0290 401001-002 AC2 406.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0295 401003-001 AD1 69.000 TN | 151.00000 10419.00| 160.00000 11040.00| 151.00000 10419.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0300 401003-002 AD2 65.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0305 636002-001 AE1 25.000 TN | 50.00000 1250.00| 50.00000 1250.00| 30.00000 750.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0310 636002-002 AE2 24.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,361,012.03| $ 1,451,589.21| $ 1,223,950.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10624 | | | 0315 203001-000 LUMP | 110000.00000 110000.00| 95000.00000 95000.00| 293000.00000 293000.00 DISMANTLING STRUCTURE | | | 0320 212001-000 610.000 CY | 75.00000 45750.00| 81.00000 49410.00| 100.00000 61000.00 STRUCTURE EXCAVATION | | | 0325 212004-000 2.000 EA | 25000.00000 50000.00| 32000.00000 64000.00| 60000.00000 120000.00 COFFERDAM | | | 0330 212005-000 83.000 CY | 120.00000 9960.00| 110.00000 9130.00| 150.00000 12450.00 SELECT MATERIAL FOR BACKFILLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 218006-000 292.000 CY | 60.00000 17520.00| 91.00000 26572.00| 40.00000 11680.00 FOUNDATION PROTECTION | | | 0340 601002-001 595.000 CY | 675.00000 401625.00| 800.00000 476000.00| 775.00000 461125.00 CLASS B CONCRETE | | | 0345 601003-001 63.000 CY | 850.00000 53550.00| 1100.00000 69300.00| 855.00000 53865.00 CLASS K CONCRETE | | | 0350 601009-001 688.000 CY | 825.00000 567600.00| 800.00000 550400.00| 875.00000 602000.00 CLASS H CONCRETE | | | 0355 602001-001 64716.000 LB | 1.25000 80895.00| 1.10000 71187.60| 1.08000 69893.28 REINFORCING STEEL BAR | | | 0360 602002-001 163430.000 LB | 1.25000 204287.50| 1.30000 212459.00| 1.17000 191213.10 EPOXY COATED REINFORCING STEEL BAR | | | 0365 615001-001 670317.000 LS | 1550000.00000 1550000.00| 1510000.00000 1510000.00| 1625000.00000 1625000.00 STEEL SUPERSTRUCTURE | | | 0370 615028-001 9.000 EA | 1775.00000 15975.00| 2200.00000 19800.00| 3140.00000 28260.00 GUIDED BEARING, ELASTOMERIC | | | 0375 615029-001 11.000 EA | 1675.00000 18425.00| 2200.00000 24200.00| 1950.00000 21450.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0380 615030-001 5.000 EA | 3050.00000 15250.00| 2200.00000 11000.00| 2295.00000 11475.00 FIXED BEARING, ELASTOMERIC | | | 0385 625001-012 202.000 LF | 405.00000 81810.00| 450.00000 90900.00| 360.00000 72720.00 36 INCH DIAMETER DRILLED CAISSONS | | | 0390 625001-016 6.000 LF | 895.00000 5370.00| 1100.00000 6600.00| 555.00000 3330.00 48 INCH DIAMETER DRILLED CAISSONS | | | 0395 625001-018 108.000 LF | 842.00000 90936.00| 830.00000 89640.00| 700.00000 75600.00 54 INCH DIAMETER DRILLED CAISSONS | | | 0400 625003-012 53.000 LF | 405.00000 21465.00| 460.00000 24380.00| 385.00000 20405.00 36 INCH ROCK SOCKET FOUNDATION | | | 0405 625003-016 78.000 LF | 895.00000 69810.00| 760.00000 59280.00| 555.00000 43290.00 48 INCH ROCK SOCKET FOUNDATION | | | 0410 625003-018 221.000 LF | 842.00000 186082.00| 790.00000 174590.00| 700.00000 154700.00 54 INCH ROCK SOCKET FOUNDATION | | | 0415 639001-001 LUMP | 15000.00000 15000.00| 17000.00000 17000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0420 642050-001 2.000 EA | 550.00000 1100.00| 1300.00000 2600.00| 700.00000 1400.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 3,612,410.50| $ 3,653,448.60| $ 3,953,856.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 657006-001 109.500 LF | 55.00000 6022.50| 59.00000 6460.50| 55.00000 6022.50 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0430 657010-001 443.500 LF | 9.00000 3991.50| 9.70000 4301.95| 9.00000 3991.50 3.00 LB CHANNEL POST | | | 0435 657017-001 1.800 CY | 2495.00000 4491.00| 2700.00000 4860.00| 2495.00000 4491.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0440 657019-001 1.000 EA | 1200.00000 1200.00| 1300.00000 1300.00| 1200.00000 1200.00 PIPE POST ,TYPE 7 | | | 0445 661001-001 312.100 SF | 47.00000 14668.70| 51.00000 15917.10| 47.00000 14668.70 0.080 IN FLAT SHEET SIGN | | | SECTION TOTALS | $ 30,373.70| $ 32,839.55| $ 30,373.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0450 663001-004 2371.000 LF | 0.27000 640.17| 0.31000 735.01| 0.20000 474.20 EDGE LINE, TYPE II (WHITE) | | | 0455 663003-005 3471.000 LF | 0.27000 937.17| 0.31000 1076.01| 0.20000 694.20 BARRIER LINE, TYPE II (YELLOW) | | | 0460 663004-004 539.000 LF | 0.37000 199.43| 0.42000 226.38| 0.40000 215.60 CHANNELIZING LINE, TYPE II (WHITE) (6") | | | 0465 663005-010 12.000 LF | 13.00000 156.00| 15.00000 180.00| 12.00000 144.00 STOP LINE, TYPE V (24") | | | 0470 663007-010 543.000 LF | 9.00000 4887.00| 10.00000 5430.00| 8.00000 4344.00 STRIPE, TYPE V (WHITE) (12") | | | 0475 663007-010 473.000 LF | 9.00000 4257.00| 10.00000 4730.00| 8.00000 3784.00 STRIPE, TYPE V (YELLOW) (12") | | | 0480 663008-005 6.000 EA | 27.00000 162.00| 31.00000 186.00| 20.00000 120.00 YIELD TRIANGLE, TYPE V | | | 0485 663010-010 3.000 EA | 165.00000 495.00| 190.00000 570.00| 150.00000 450.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 11,733.77| $ 13,133.40| $ 10,226.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0490 640004-001 LUMP | 3500.00000 3500.00| 2400.00000 2400.00| 2000.00000 2000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 2,400.00| $ 2,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,019,030.00| $ 5,153,410.76| $ 5,220,406.98 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 25-1696132 |( ) |VECELLIO & GROGAN, INC. |BRAYMAN CONSTRUCTION CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 125000.00000 125000.00| 100000.00000 100000.00| CLEARING AND GRUBBING | | | 0010 202003-000 LUMP | 7000.00000 7000.00| 1500.00000 1500.00| SEPTIC TANK ABANDONMENT NUMBER, 1/1 | | | 0015 204001-000 LUMP | 275000.00000 275000.00| 275000.00000 275000.00| MOBILIZATION | | | 0020 207001-001 2738.000 CY | 30.75000 84193.50| 25.00000 68450.00| UNCLASSIFIED EXCAVATION | | | 0025 207002-000 432.000 CY | 52.00000 22464.00| 42.00000 18144.00| SUBGRADE | | | 0030 207034-000 2589.000 SY | 3.40000 8802.60| 4.00000 10356.00| FABRIC FOR SEPARATION | | | 0035 211001-000 4212.000 CY | 20.50000 86346.00| 35.00000 147420.00| UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 1740.000 CY | 52.50000 91350.00| 30.00000 52200.00| ROCK BORROW EXCAVATION | | | 0045 211008-000 3064.000 TN | 44.00000 134816.00| 35.00000 107240.00| ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0050 307001-000 432.000 CY | 86.00000 37152.00| 55.00000 23760.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 88.000 CY | 88.00000 7744.00| 65.00000 5720.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0060 408002-001 1186.000 GA | 2.80000 3320.80| 3.00000 3558.00| BITUMINOUS MATERIAL | | | 0065 415005-001 499.000 SY | 9.00000 4491.00| 8.00000 3992.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0070 502001-012 350.000 SY | 355.00000 124250.00| 275.00000 96250.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0075 604009-020 1.000 EA | 535.00000 535.00| 600.00000 600.00| 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0080 604076-020 112.000 LF | 81.00000 9072.00| 75.00000 8400.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0085 605009-001 1.000 EA | 3900.00000 3900.00| 2000.00000 2000.00| TYPE G INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -9 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 25-1696132 |( ) |VECELLIO & GROGAN, INC. |BRAYMAN CONSTRUCTION CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607001-001 668.000 LF | 28.00000 18704.00| 16.00000 10688.00| TYPE 1 GUARDRAIL, CLASS II | | | 0095 607006-001 4.000 EA | 1480.00000 5920.00| 1700.00000 6800.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0100 607010-001 1059.000 LF | 2.45000 2594.55| 1.00000 1059.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0105 607065-001 2.000 EA | 1980.00000 3960.00| 2000.00000 4000.00| FLARED END TERMINAL | | | 0110 608001-004 26.000 LF | 90.00000 2340.00| 80.00000 2080.00| 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0115 633003-001 16.000 CY | 275.00000 4400.00| 100.00000 1600.00| DUMPED ROCK GUTTER | | | 0120 636007-001 1000.000 LF | 1.05000 1050.00| 1.00000 1000.00| ERADICATION OF PAVEMENT MARKING | | | 0125 636009-001 7000.000 LF | 1.50000 10500.00| 1.00000 7000.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0130 636011-001 12920.000 UN | 1.20000 15504.00| 1.00000 12920.00| TRAFFIC CONTROL DEVICE | | | 0135 636012-010 4.000 EA | 225.00000 900.00| 350.00000 1400.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0140 636013-001 200.000 EA | 4.50000 900.00| 4.00000 800.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0145 636014-001 1000.000 HR | 59.00000 59000.00| 35.00000 35000.00| FLAGGER | | | 0150 636017-001 350.000 LF | 43.00000 15050.00| 50.00000 17500.00| TEMPORARY CONCRETE BARRIER | | | 0155 636018-001 50.000 LF | 26.00000 1300.00| 20.00000 1000.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0160 636023-001 1.000 LS | 16000.00000 16000.00| 65000.00000 65000.00| TEMPORARY TRAFFIC SIGNAL ,01 | | | 0165 636023-001 1.000 LS | 11200.00000 11200.00| 3000.00000 3000.00| TEMPORARY TRAFFIC SIGNAL ,02 | | | 0170 636025-001 2400.000 DA | 1.40000 3360.00| 1.75000 4200.00| WARNING LIGHTS, TYPE B | | | 0175 638002-001 10.000 EA | 169.00000 1690.00| 200.00000 2000.00| RIGHT OF WAY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -10 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 25-1696132 |( ) |VECELLIO & GROGAN, INC. |BRAYMAN CONSTRUCTION CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 639001-001 LUMP | 60000.00000 60000.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKE | | | 0185 640001-001 14.000 MO | 3100.00000 43400.00| 2000.00000 28000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0190 640003-001 LUMP | 6500.00000 6500.00| 5000.00000 5000.00| BUILDING EQUIPMENT | | | 0195 642001-001 166.000 LF | 10.00000 1660.00| 10.00000 1660.00| TEMPORARY BERM | | | 0200 642004-001 51.000 LB | 0.10000 5.10| 1.00000 51.00| SEED MIXTURE, TEMPORARY | | | 0205 642005-001 0.700 TN | 5300.00000 3710.00| 4750.00000 3325.00| MULCH, STRAW OR HAY | | | 0210 642006-001 0.300 TN | 900.00000 270.00| 800.00000 240.00| FERTILIZER | | | 0215 642008-001 636.000 LF | 57.00000 36252.00| 90.00000 57240.00| TEMPORARY PIPE ,CAUSEWAY | | | 0220 642010-001 1.300 TN | 22.00000 28.60| 20.00000 26.00| AGRICULTURAL LIMESTONE | | | 0225 642012-001 2457.000 LF | 7.70000 18918.90| 5.00000 12285.00| SILT FENCE | | | 0230 642031-001 4.000 EA | 233.00000 932.00| 175.00000 700.00| DITCH CHECK | | | 0235 652001-001 1.300 TN | 22.00000 28.60| 20.00000 26.00| AGRICULTURAL LIMESTONE | | | 0240 652002-001 0.300 TN | 5600.00000 1680.00| 5000.00000 1500.00| FERTILIZER, 10-20-10 | | | 0245 652003-002 60.000 LB | 11.00000 660.00| 10.00000 600.00| SEED MIXTURE, D | | | 0250 652004-001 1.700 TN | 1450.00000 2465.00| 1300.00000 2210.00| STRAW OR HAY MULCH | | | 0255 664011-001 2.000 EA | 6100.00000 12200.00| 5500.00000 11000.00| TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE II | | | 0260 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | 0265 402001-001 AA1 169.000 TN | 170.00000 28730.00| 152.00000 25688.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -11 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 25-1696132 |( ) |VECELLIO & GROGAN, INC. |BRAYMAN CONSTRUCTION CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 402001-002 AA2 162.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0275 401001-001 AB1 570.000 TN | 114.00000 64980.00| 100.00000 57000.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0280 401001-002 AB2 544.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0285 401001-001 AC1 425.000 TN | 140.00000 59500.00| 125.00000 53125.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0290 401001-002 AC2 406.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0295 401003-001 AD1 69.000 TN | 170.00000 11730.00| 150.00000 10350.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0300 401003-002 AD2 65.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0305 636002-001 AE1 25.000 TN | 46.00000 1150.00| 75.00000 1875.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0310 636002-002 AE2 24.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,555,409.65| $ 1,389,338.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10624 | | | 0315 203001-000 LUMP | 210000.00000 210000.00| 160000.00000 160000.00| DISMANTLING STRUCTURE | | | 0320 212001-000 610.000 CY | 40.00000 24400.00| 200.00000 122000.00| STRUCTURE EXCAVATION | | | 0325 212004-000 2.000 EA | 67000.00000 134000.00| 45000.00000 90000.00| COFFERDAM | | | 0330 212005-000 83.000 CY | 80.00000 6640.00| 125.00000 10375.00| SELECT MATERIAL FOR BACKFILLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -12 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 25-1696132 |( ) |VECELLIO & GROGAN, INC. |BRAYMAN CONSTRUCTION CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 218006-000 292.000 CY | 74.00000 21608.00| 75.00000 21900.00| FOUNDATION PROTECTION | | | 0340 601002-001 595.000 CY | 670.00000 398650.00| 825.00000 490875.00| CLASS B CONCRETE | | | 0345 601003-001 63.000 CY | 1180.00000 74340.00| 1000.00000 63000.00| CLASS K CONCRETE | | | 0350 601009-001 688.000 CY | 800.00000 550400.00| 975.00000 670800.00| CLASS H CONCRETE | | | 0355 602001-001 64716.000 LB | 1.30000 84130.80| 1.25000 80895.00| REINFORCING STEEL BAR | | | 0360 602002-001 163430.000 LB | 1.40000 228802.00| 1.25000 204287.50| EPOXY COATED REINFORCING STEEL BAR | | | 0365 615001-001 670317.000 LS | 1680000.00000 1680000.00| 1635000.00000 1635000.00| STEEL SUPERSTRUCTURE | | | 0370 615028-001 9.000 EA | 210.00000 1890.00| 4000.00000 36000.00| GUIDED BEARING, ELASTOMERIC | | | 0375 615029-001 11.000 EA | 175.00000 1925.00| 3500.00000 38500.00| NON-GUIDED BEARING, ELASTOMERIC | | | 0380 615030-001 5.000 EA | 190.00000 950.00| 4000.00000 20000.00| FIXED BEARING, ELASTOMERIC | | | 0385 625001-012 202.000 LF | 335.00000 67670.00| 350.00000 70700.00| 36 INCH DIAMETER DRILLED CAISSONS | | | 0390 625001-016 6.000 LF | 595.00000 3570.00| 700.00000 4200.00| 48 INCH DIAMETER DRILLED CAISSONS | | | 0395 625001-018 108.000 LF | 750.00000 81000.00| 475.00000 51300.00| 54 INCH DIAMETER DRILLED CAISSONS | | | 0400 625003-012 53.000 LF | 335.00000 17755.00| 1150.00000 60950.00| 36 INCH ROCK SOCKET FOUNDATION | | | 0405 625003-016 78.000 LF | 595.00000 46410.00| 1050.00000 81900.00| 48 INCH ROCK SOCKET FOUNDATION | | | 0410 625003-018 221.000 LF | 750.00000 165750.00| 1000.00000 221000.00| 54 INCH ROCK SOCKET FOUNDATION | | | 0415 639001-001 LUMP | 43500.00000 43500.00| 25000.00000 25000.00| CONSTRUCTION LAYOUT STAKE | | | 0420 642050-001 2.000 EA | 1400.00000 2800.00| 1000.00000 2000.00| DEWATERING DEVICE | | | SECTION TOTALS | $ 3,846,190.80| $ 4,160,682.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 012 -13 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0110747 COUNTIES : SUMMERS LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 25-1696132 |( ) |VECELLIO & GROGAN, INC. |BRAYMAN CONSTRUCTION CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 657006-001 109.500 LF | 60.00000 6570.00| 55.00000 6022.50| S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0430 657010-001 443.500 LF | 10.00000 4435.00| 9.00000 3991.50| 3.00 LB CHANNEL POST | | | 0435 657017-001 1.800 CY | 2700.00000 4860.00| 1500.00000 2700.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0440 657019-001 1.000 EA | 1350.00000 1350.00| 1200.00000 1200.00| PIPE POST ,TYPE 7 | | | 0445 661001-001 312.100 SF | 52.00000 16229.20| 47.00000 14668.70| 0.080 IN FLAT SHEET SIGN | | | SECTION TOTALS | $ 33,444.20| $ 28,582.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0450 663001-004 2371.000 LF | 0.32000 758.72| 0.30000 711.30| EDGE LINE, TYPE II (WHITE) | | | 0455 663003-005 3471.000 LF | 0.32000 1110.72| 0.30000 1041.30| BARRIER LINE, TYPE II (YELLOW) | | | 0460 663004-004 539.000 LF | 0.44000 237.16| 0.35000 188.65| CHANNELIZING LINE, TYPE II (WHITE) (6") | | | 0465 663005-010 12.000 LF | 15.50000 186.00| 15.00000 180.00| STOP LINE, TYPE V (24") | | | 0470 663007-010 543.000 LF | 10.50000 5701.50| 9.00000 4887.00| STRIPE, TYPE V (WHITE) (12") | | | 0475 663007-010 473.000 LF | 10.93000 5169.89| 9.00000 4257.00| STRIPE, TYPE V (YELLOW) (12") | | | 0480 663008-005 6.000 EA | 32.00000 192.00| 25.00000 150.00| YIELD TRIANGLE, TYPE V | | | 0485 663010-010 3.000 EA | 200.00000 600.00| 175.00000 525.00| LANE ARROW, TYPE V | | | SECTION TOTALS | $ 13,955.99| $ 11,940.25| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0490 640004-001 LUMP | 6000.00000 6000.00| 5000.00000 5000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,000.00| $ 5,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,455,000.64| $ 5,595,543.45| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0812345 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : FRIENDLY TO SISTERSVILLE SLIP REPAIR PROJECT(S) : S348-0002/00-007.55 00 STPS 0002 459 D00 LOCATION: BEG: 0.69 MI S JCT CR 2/2 END: 0.62 MI S JCT CR 2/2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 331,365.71 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 334,244.49 100.8688% 3 26-1770660 B.K. MINING & CONSTRUCTION LLC $ 339,316.40 102.3994% 4 31-4444098 ALAN STONE CO., INC. $ 386,840.11 116.7411% 5 55-0583614 KELLY PAVING, INC. $ 434,354.50 131.0801% 6 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 498,144.60 150.3308% 7 62-1345425 BILCO CONSTRUCTION CO., INC. $ 526,514.00 158.8921% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0812345 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 34-1421920 |( 3 ) 26-1770660 |BBR DRILLING COMPANY, INC. |OHIO-WEST VIRGINIA EXCAVATIN |B.K. MINING & CONSTRUCTION LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 25000.00000 25000.00| 12500.00000 12500.00| 15000.00000 15000.00 MOBILIZATION | | | 0010 211009-000 337.000 TN | 30.00000 10110.00| 40.00000 13480.00| 40.00000 13480.00 SELECT BORROW EXCAVATION | | | 0015 229001-000 0.300 MI | 2500.00000 750.00| 8000.00000 2400.00| 5000.00000 1500.00 SHOULDER AND DITCH | | | 0020 408002-001 133.000 GA | 10.00000 1330.00| 6.30000 837.90| 9.00000 1197.00 BITUMINOUS MATERIAL | | | 0025 614001-003 540.000 LF | 59.00000 31860.00| 60.75000 32805.00| 55.00000 29700.00 HP10X42 STEEL PILE | | | 0030 614001-004 289.000 LF | 67.00000 19363.00| 66.25000 19146.25| 62.00000 17918.00 HP10X57 STEEL PILE | | | 0035 614001-113 1424.000 LF | 75.00000 106800.00| 69.75000 99324.00| 67.00000 95408.00 W12X72 STEEL PILE | | | 0040 614003-001 742.500 SF | 12.00000 8910.00| 14.25000 10580.63| 15.00000 11137.50 CONCRETE LAGGING, THICKNESS 8"X3'9"X2' | | | 0045 614003-001 1552.500 SF | 12.00000 18630.00| 12.25000 19018.13| 15.00000 23287.50 CONCRETE LAGGING, THICKNESS 8"X5'9"X2' | | | 0050 636008-001 3344.000 LF | 0.60000 2006.40| 0.30000 1003.20| 0.60000 2006.40 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0055 636011-001 3900.000 UN | 0.50000 1950.00| 1.02000 3978.00| 1.25000 4875.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 450.000 HR | 42.00000 18900.00| 1.00000 450.00| 40.00000 18000.00 FLAGGER | | | 0065 636023-001 1.000 LS | 0.01000 0.01| 30000.00000 30000.00| 15000.00000 15000.00 TEMPORARY TRAFFIC SIGNAL | | | 0070 642004-002 35.000 LB | 10.00000 350.00| 10.00000 350.00| 40.00000 1400.00 SEED MIXTURE, B | | | 0075 642005-002 0.300 TN | 100.00000 30.00| 1200.00000 360.00| 1600.00000 480.00 MULCH, WOOD CELLULOSE FIBER | | | 0080 642006-001 0.100 TN | 200.00000 20.00| 3250.00000 325.00| 7000.00000 700.00 FERTILIZER | | | 0085 642012-001 530.000 LF | 1.00000 530.00| 1.85000 980.50| 1.00000 530.00 SILT FENCE | | | 0090 663001-004 3200.000 LF | 0.40000 1280.00| 0.42000 1344.00| 0.50000 1600.00 EDGE LINE, TYPE II PERM. WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0812345 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 34-1421920 |( 3 ) 26-1770660 |BBR DRILLING COMPANY, INC. |OHIO-WEST VIRGINIA EXCAVATIN |B.K. MINING & CONSTRUCTION LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663001-004 3200.000 LF | 0.40000 1280.00| 0.42000 1344.00| 0.50000 1600.00 EDGE LINE, TYPE II TEMP. WHITE | | | 0100 663002-005 1057.000 LF | 0.40000 422.80| 0.42000 443.94| 0.50000 528.50 LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0105 663002-005 1057.000 LF | 0.50000 528.50| 0.42000 443.94| 0.50000 528.50 LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0110 307005-001 AA1 79.000 TN | 35.00000 2765.00| 55.50000 4384.50| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0115 307005-002 AA2 77.000 TN | | | 40.00000 3080.00 AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0120 307005-003 AA3 84.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0125 307005-001 BB1 535.000 TN | 35.00000 18725.00| 40.00000 21400.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0130 307005-002 BB2 524.000 TN | | | 40.00000 20960.00 AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0135 307005-003 BB3 564.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 1 | | | 0140 401001-001 CC1 83.000 TN | 90.00000 7470.00| 99.00000 8217.00| 90.00000 7470.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0145 401001-002 CC2 79.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0150 401001-003 CC3 88.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | 0155 401003-001 DD1 15.000 TN | 110.00000 1650.00| 99.00000 1485.00| 110.00000 1650.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0160 401003-002 DD2 14.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0812345 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 34-1421920 |( 3 ) 26-1770660 |BBR DRILLING COMPANY, INC. |OHIO-WEST VIRGINIA EXCAVATIN |B.K. MINING & CONSTRUCTION LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 401003-003 DD3 16.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STEEL SLAG | | | 0170 401007-001 EE1 85.000 TN | 100.00000 8500.00| 105.00000 8925.00| 95.00000 8075.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0175 401007-002 EE2 81.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0180 401007-003 EE3 90.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0185 402001-001 FF1 384.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0190 402001-002 FF2 367.000 TN | 115.00000 42205.00| 105.50000 38718.50| 115.00000 42205.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0195 402001-003 FF3 405.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 331,365.71| $ 334,244.49| $ 339,316.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 331,365.71| $ 334,244.49| $ 339,316.40 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0812345 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4444098 |( 5 ) 55-0583614 |( 6 ) 25-1696132 |ALAN STONE CO., INC. |KELLY PAVING, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 12688.30000 12688.30| 27000.00000 27000.00| 30000.00000 30000.00 MOBILIZATION | | | 0010 211009-000 337.000 TN | 84.46000 28463.02| 51.00000 17187.00| 50.00000 16850.00 SELECT BORROW EXCAVATION | | | 0015 229001-000 0.300 MI | 8164.00000 2449.20| 9400.00000 2820.00| 8000.00000 2400.00 SHOULDER AND DITCH | | | 0020 408002-001 133.000 GA | 6.55000 871.15| 8.00000 1064.00| 7.00000 931.00 BITUMINOUS MATERIAL | | | 0025 614001-003 540.000 LF | 68.34000 36903.60| 100.00000 54000.00| 95.00000 51300.00 HP10X42 STEEL PILE | | | 0030 614001-004 289.000 LF | 71.70000 20721.30| 103.00000 29767.00| 100.00000 28900.00 HP10X57 STEEL PILE | | | 0035 614001-113 1424.000 LF | 71.23000 101431.52| 106.00000 150944.00| 110.00000 156640.00 W12X72 STEEL PILE | | | 0040 614003-001 742.500 SF | 33.71000 25029.68| 15.00000 11137.50| 25.00000 18562.50 CONCRETE LAGGING, THICKNESS 8"X3'9"X2' | | | 0045 614003-001 1552.500 SF | 19.59000 30413.48| 22.00000 34155.00| 25.00000 38812.50 CONCRETE LAGGING, THICKNESS 8"X5'9"X2' | | | 0050 636008-001 3344.000 LF | 0.29000 969.76| 0.30000 1003.20| 0.15000 501.60 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0055 636011-001 3900.000 UN | 1.07000 4173.00| 0.40000 1560.00| 1.50000 5850.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 450.000 HR | 49.50000 22275.00| 0.01000 4.50| 35.00000 15750.00 FLAGGER | | | 0065 636023-001 1.000 LS | 11715.00000 11715.00| 16000.00000 16000.00| 25000.00000 25000.00 TEMPORARY TRAFFIC SIGNAL | | | 0070 642004-002 35.000 LB | 42.90000 1501.50| 40.00000 1400.00| 45.00000 1575.00 SEED MIXTURE, B | | | 0075 642005-002 0.300 TN | 1650.00000 495.00| 1500.00000 450.00| 1800.00000 540.00 MULCH, WOOD CELLULOSE FIBER | | | 0080 642006-001 0.100 TN | 6600.00000 660.00| 6000.00000 600.00| 7000.00000 700.00 FERTILIZER | | | 0085 642012-001 530.000 LF | 0.99000 524.70| 2.30000 1219.00| 5.00000 2650.00 SILT FENCE | | | 0090 663001-004 3200.000 LF | 0.44000 1408.00| 0.45000 1440.00| 0.50000 1600.00 EDGE LINE, TYPE II PERM. WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 013 -6 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0812345 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4444098 |( 5 ) 55-0583614 |( 6 ) 25-1696132 |ALAN STONE CO., INC. |KELLY PAVING, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663001-004 3200.000 LF | 0.44000 1408.00| 0.45000 1440.00| 0.50000 1600.00 EDGE LINE, TYPE II TEMP. WHITE | | | 0100 663002-005 1057.000 LF | 0.44000 465.08| 0.45000 475.65| 0.50000 528.50 LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0105 663002-005 1057.000 LF | 0.44000 465.08| 0.45000 475.65| 0.50000 528.50 LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0110 307005-001 AA1 79.000 TN | | 40.00000 3160.00| 60.00000 4740.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0115 307005-002 AA2 77.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0120 307005-003 AA3 84.000 TN | 49.87000 4189.08| | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0125 307005-001 BB1 535.000 TN | | 38.00000 20330.00| 55.00000 29425.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0130 307005-002 BB2 524.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0135 307005-003 BB3 564.000 TN | 30.68000 17303.52| | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 1 | | | 0140 401001-001 CC1 83.000 TN | 108.75000 9026.25| 84.00000 6972.00| 110.00000 9130.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0145 401001-002 CC2 79.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0150 401001-003 CC3 88.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | 0155 401003-001 DD1 15.000 TN | 121.12000 1816.80| 104.00000 1560.00| 110.00000 1650.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0160 401003-002 DD2 14.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 013 -7 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0812345 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4444098 |( 5 ) 55-0583614 |( 6 ) 25-1696132 |ALAN STONE CO., INC. |KELLY PAVING, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 401003-003 DD3 16.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STEEL SLAG | | | 0170 401007-001 EE1 85.000 TN | 108.52000 9224.20| 92.00000 7820.00| 115.00000 9775.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0175 401007-002 EE2 81.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0180 401007-003 EE3 90.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0185 402001-001 FF1 384.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0190 402001-002 FF2 367.000 TN | 109.67000 40248.89| 110.00000 40370.00| 115.00000 42205.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0195 402001-003 FF3 405.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 386,840.11| $ 434,354.50| $ 498,144.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 386,840.11| $ 434,354.50| $ 498,144.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 013 -8 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0812345 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 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 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 165700.00000 165700.00| | MOBILIZATION | | | 0010 211009-000 337.000 TN | 28.00000 9436.00| | SELECT BORROW EXCAVATION | | | 0015 229001-000 0.300 MI | 6000.00000 1800.00| | SHOULDER AND DITCH | | | 0020 408002-001 133.000 GA | 7.00000 931.00| | BITUMINOUS MATERIAL | | | 0025 614001-003 540.000 LF | 82.00000 44280.00| | HP10X42 STEEL PILE | | | 0030 614001-004 289.000 LF | 92.00000 26588.00| | HP10X57 STEEL PILE | | | 0035 614001-113 1424.000 LF | 100.00000 142400.00| | W12X72 STEEL PILE | | | 0040 614003-001 742.500 SF | 12.00000 8910.00| | CONCRETE LAGGING, THICKNESS 8"X3'9"X2' | | | 0045 614003-001 1552.500 SF | 14.00000 21735.00| | CONCRETE LAGGING, THICKNESS 8"X5'9"X2' | | | 0050 636008-001 3344.000 LF | 0.25000 836.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0055 636011-001 3900.000 UN | 1.00000 3900.00| | TRAFFIC CONTROL DEVICE | | | 0060 636014-001 450.000 HR | 32.00000 14400.00| | FLAGGER | | | 0065 636023-001 1.000 LS | 4000.70000 4000.70| | TEMPORARY TRAFFIC SIGNAL | | | 0070 642004-002 35.000 LB | 20.00000 700.00| | SEED MIXTURE, B | | | 0075 642005-002 0.300 TN | 2000.00000 600.00| | MULCH, WOOD CELLULOSE FIBER | | | 0080 642006-001 0.100 TN | 1000.00000 100.00| | FERTILIZER | | | 0085 642012-001 530.000 LF | 2.00000 1060.00| | SILT FENCE | | | 0090 663001-004 3200.000 LF | 0.45000 1440.00| | EDGE LINE, TYPE II PERM. WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 013 -9 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0812345 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663001-004 3200.000 LF | 0.45000 1440.00| | EDGE LINE, TYPE II TEMP. WHITE | | | 0100 663002-005 1057.000 LF | 0.45000 475.65| | LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0105 663002-005 1057.000 LF | 0.45000 475.65| | LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0110 307005-001 AA1 79.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0115 307005-002 AA2 77.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0120 307005-003 AA3 84.000 TN | 22.00000 1848.00| | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0125 307005-001 BB1 535.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0130 307005-002 BB2 524.000 TN | 30.00000 15720.00| | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0135 307005-003 BB3 564.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 1 | | | 0140 401001-001 CC1 83.000 TN | 98.00000 8134.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0145 401001-002 CC2 79.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0150 401001-003 CC3 88.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | 0155 401003-001 DD1 15.000 TN | 94.00000 1410.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0160 401003-002 DD2 14.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 013 -10 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0812345 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 401003-003 DD3 16.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STEEL SLAG | | | 0170 401007-001 EE1 85.000 TN | 105.00000 8925.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0175 401007-002 EE2 81.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0180 401007-003 EE3 90.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0185 402001-001 FF1 384.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0190 402001-002 FF2 367.000 TN | 107.00000 39269.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0195 402001-003 FF3 405.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 526,514.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 526,514.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0812344 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : SISTERSVILLE - PADEN CITY SLIP REPAIR PROJECT(S) : S348-0002/00-011.46 00 STPS 0002 460 D00 LOCATION: BEG: .02 MI S JCT CR 1/1 END: .02 MI N JCT CR 1/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 382,695.25 100.0000% 2 20-3991479 BBR DRILLING COMPANY, INC. $ 415,608.65 108.6004% 3 31-4444098 ALAN STONE CO., INC. $ 436,383.69 114.0290% 4 55-0583614 KELLY PAVING, INC. $ 546,163.80 142.7151% 5 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 598,808.60 156.4714% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0812344 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 20-3991479 |( 3 ) 31-4444098 |OHIO-WEST VIRGINIA EXCAVATIN |BBR DRILLING COMPANY, INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 12400.00000 12400.00| 40000.00000 40000.00| 13117.10000 13117.10 MOBILIZATION | | | 0010 211009-000 377.000 TN | 40.00000 15080.00| 30.00000 11310.00| 75.67000 28527.59 SELECT BORROW EXCAVATION | | | 0015 229001-000 0.270 MI | 10500.00000 2835.00| 2500.00000 675.00| 14513.84000 3918.74 SHOULDER AND DITCH | | | 0020 408002-001 126.000 GA | 6.35000 800.10| 10.00000 1260.00| 6.55000 825.30 BITUMINOUS MATERIAL | | | 0025 607001-001 25.000 LF | 26.25000 656.25| 30.00000 750.00| 25.30000 632.50 TYPE 1 GUARDRAIL, CLASS 1 | | | 0030 607009-001 200.000 LF | 14.50000 2900.00| 11.00000 2200.00| 20.90000 4180.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0035 607010-020 50.000 LF | 1.25000 62.50| 1.00000 50.00| 2.20000 110.00 GUARDRAIL REMOVAL | | | 0040 607066-001 1.000 EA | 2050.00000 2050.00| 1900.00000 1900.00| 1925.00000 1925.00 TANGENT END TERMINAL | | | 0045 614001-117 2944.000 LF | 75.35000 221830.40| 92.00000 270848.00| 81.35000 239494.40 W12X106 STEEL PILE | | | 0050 614003-001 1740.000 SF | 14.50000 25230.00| 12.00000 20880.00| 24.32000 42316.80 CONCRETE LAGGING, THICKNESS 8" | | | 0055 636008-001 3044.000 LF | 0.30000 913.20| 0.30000 913.20| 0.29000 882.76 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0060 636011-001 6030.000 UN | 1.00000 6030.00| 0.50000 3015.00| 1.01000 6090.30 TRAFFIC CONTROL DEVICE | | | 0065 636014-001 240.000 HR | 1.00000 240.00| 52.00000 12480.00| 49.50000 11880.00 FLAGGER | | | 0070 636022-001 240.000 DA | 30.00000 7200.00| 0.00100 0.24| 44.00000 10560.00 CHANGEABLE MESSAGE SIGN | | | 0075 636023-001 1.000 LS | 25000.00000 25000.00| 0.01000 0.01| 12870.00000 12870.00 TEMPORARY TRAFFIC SIGNAL | | | 0080 642004-002 32.000 LB | 13.00000 416.00| 5.00000 160.00| 13.20000 422.40 SEED MIXTURE, B | | | 0085 642005-002 0.200 TN | 5125.00000 1025.00| 200.00000 40.00| 5280.00000 1056.00 MULCH, WOOD CELLULOSE FIBER | | | 0090 642006-001 0.100 TN | 5125.00000 512.50| 400.00000 40.00| 5280.00000 528.00 FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0812344 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 20-3991479 |( 3 ) 31-4444098 |OHIO-WEST VIRGINIA EXCAVATIN |BBR DRILLING COMPANY, INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642012-001 280.000 LF | 1.85000 518.00| 1.00000 280.00| 1.82000 509.60 SILT FENCE | | | 0100 663001-004 2950.000 LF | 0.45000 1327.50| 0.30000 885.00| 0.44000 1298.00 EDGE LINE, TYPE II PERM. WHITE | | | 0105 663001-004 2950.000 LF | 0.45000 1327.50| 0.30000 885.00| 0.44000 1298.00 EDGE LINE, TYPE II TEMP. WHITE | | | 0110 663002-005 802.000 LF | 0.45000 360.90| 0.30000 240.60| 0.44000 352.88 LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0115 663002-005 802.000 LF | 0.45000 360.90| 0.30000 240.60| 2.84000 2277.68 LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0120 307005-001 AA1 72.000 TN | 57.50000 4140.00| 35.00000 2520.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0125 307005-002 AA2 71.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0130 307005-003 AA3 76.000 TN | | | 52.76000 4009.76 AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0135 307005-001 BB1 223.000 TN | 44.00000 9812.00| 32.00000 7136.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0140 307005-002 BB2 219.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0145 307005-003 BB3 236.000 TN | | | 30.75000 7257.00 AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 1 | | | 0150 401003-001 CC1 30.000 TN | 107.50000 3225.00| 100.00000 3000.00| 108.52000 3255.60 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0155 401003-002 CC2 29.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0160 401003-003 CC3 32.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STEEL SLAG | | | 0165 402001-001 DD1 355.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0812344 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 20-3991479 |( 3 ) 31-4444098 |OHIO-WEST VIRGINIA EXCAVATIN |BBR DRILLING COMPANY, INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 402001-002 DD2 339.000 TN | 107.50000 36442.50| 100.00000 33900.00| 108.52000 36788.28 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0175 402001-003 DD3 375.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 382,695.25| $ 415,608.65| $ 436,383.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 382,695.25| $ 415,608.65| $ 436,383.69 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0812344 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0583614 |( 5 ) 25-1696132 |( ) |KELLY PAVING, INC. |BRAYMAN CONSTRUCTION CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING | | | 0005 204001-000 LUMP | 26000.00000 26000.00| 37000.00000 37000.00| MOBILIZATION | | | 0010 211009-000 377.000 TN | 48.00000 18096.00| 60.00000 22620.00| SELECT BORROW EXCAVATION | | | 0015 229001-000 0.270 MI | 10000.00000 2700.00| 8000.00000 2160.00| SHOULDER AND DITCH | | | 0020 408002-001 126.000 GA | 6.00000 756.00| 7.00000 882.00| BITUMINOUS MATERIAL | | | 0025 607001-001 25.000 LF | 26.00000 650.00| 30.00000 750.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0030 607009-001 200.000 LF | 12.00000 2400.00| 12.00000 2400.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0035 607010-020 50.000 LF | 1.00000 50.00| 1.00000 50.00| GUARDRAIL REMOVAL | | | 0040 607066-001 1.000 EA | 2000.00000 2000.00| 2500.00000 2500.00| TANGENT END TERMINAL | | | 0045 614001-117 2944.000 LF | 126.00000 370944.00| 125.00000 368000.00| W12X106 STEEL PILE | | | 0050 614003-001 1740.000 SF | 18.00000 31320.00| 25.00000 43500.00| CONCRETE LAGGING, THICKNESS 8" | | | 0055 636008-001 3044.000 LF | 0.40000 1217.60| 0.15000 456.60| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0060 636011-001 6030.000 UN | 0.50000 3015.00| 1.00000 6030.00| TRAFFIC CONTROL DEVICE | | | 0065 636014-001 240.000 HR | 0.01000 2.40| 35.00000 8400.00| FLAGGER | | | 0070 636022-001 240.000 DA | 42.00000 10080.00| 55.00000 13200.00| CHANGEABLE MESSAGE SIGN | | | 0075 636023-001 1.000 LS | 18000.00000 18000.00| 20000.00000 20000.00| TEMPORARY TRAFFIC SIGNAL | | | 0080 642004-002 32.000 LB | 12.00000 384.00| 14.00000 448.00| SEED MIXTURE, B | | | 0085 642005-002 0.200 TN | 5000.00000 1000.00| 5000.00000 1000.00| MULCH, WOOD CELLULOSE FIBER | | | 0090 642006-001 0.100 TN | 5000.00000 500.00| 5000.00000 500.00| FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0812344 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0583614 |( 5 ) 25-1696132 |( ) |KELLY PAVING, INC. |BRAYMAN CONSTRUCTION CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642012-001 280.000 LF | 3.00000 840.00| 6.00000 1680.00| SILT FENCE | | | 0100 663001-004 2950.000 LF | 0.45000 1327.50| 0.50000 1475.00| EDGE LINE, TYPE II PERM. WHITE | | | 0105 663001-004 2950.000 LF | 0.45000 1327.50| 0.50000 1475.00| EDGE LINE, TYPE II TEMP. WHITE | | | 0110 663002-005 802.000 LF | 0.45000 360.90| 0.50000 401.00| LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0115 663002-005 802.000 LF | 0.45000 360.90| 0.50000 401.00| LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0120 307005-001 AA1 72.000 TN | 44.00000 3168.00| 60.00000 4320.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0125 307005-002 AA2 71.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0130 307005-003 AA3 76.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0135 307005-001 BB1 223.000 TN | 38.00000 8474.00| 75.00000 16725.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0140 307005-002 BB2 219.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0145 307005-003 BB3 236.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 1 | | | 0150 401003-001 CC1 30.000 TN | 130.00000 3900.00| 115.00000 3450.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0155 401003-002 CC2 29.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0160 401003-003 CC3 32.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STEEL SLAG | | | 0165 402001-001 DD1 355.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0812344 COUNTIES : TYLER LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0583614 |( 5 ) 25-1696132 |( ) |KELLY PAVING, INC. |BRAYMAN CONSTRUCTION CORPORA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 402001-002 DD2 339.000 TN | 110.00000 37290.00| 115.00000 38985.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0175 402001-003 DD3 375.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 546,163.80| $ 598,808.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 546,163.80| $ 598,808.60| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0812343 COUNTIES : WETZEL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WV 2, PADEN CITY TO NEW MARTINSVILLE SLIP REPAIR PROJECT(S) : S352-0002/00-002.94 0S TPS0 0024 58D 00 LOCATION: BEG: 0.93 MI S JCT CR 2/1 END: 0.05 MI S JCT CR 2/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 1,067,738.97 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 1,076,897.57 100.8578% 3 20-3991479 BBR DRILLING COMPANY, INC. $ 1,133,019.40 106.1139% 4 55-0583614 KELLY PAVING, INC. $ 1,420,909.25 133.0765% 5 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,445,553.00 135.3845% 6 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 1,547,743.35 144.9552% 7 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 1,592,681.50 149.1639% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0812343 COUNTIES : WETZEL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 31-4444098 |( 3 ) 20-3991479 |OHIO-WEST VIRGINIA EXCAVATIN |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE WITH PILING | | | 0005 204001-000 LUMP | 25000.00000 25000.00| 19861.20000 19861.20| 15000.00000 15000.00 MOBILIZATION | | | 0010 211008-000 5.000 TN | 65.00000 325.00| 192.89000 964.45| 50.00000 250.00 ROCK BORROW EXCAVATION | | | 0015 211009-000 1733.000 TN | 37.00000 64121.00| 62.25000 107879.25| 33.00000 57189.00 SELECT BORROW EXCAVATION | | | 0020 229001-000 0.880 MI | 10000.00000 8800.00| 13474.96000 11857.96| 2500.00000 2200.00 SHOULDER AND DITCH | | | 0025 240002-000 18.000 EA | 150.00000 2700.00| 165.76000 2983.68| 20.00000 360.00 CLEAN INLET | | | 0030 240006-000 120.000 LF | 15.00000 1800.00| 24.86000 2983.20| 10.00000 1200.00 CLEAN INLET AND OUTLET DITCH | | | 0035 408002-001 378.000 GA | 5.30000 2003.40| 5.39000 2037.42| 7.00000 2646.00 BITUMINOUS MATERIAL | | | 0040 415005-001 858.000 SY | 8.50000 7293.00| 16.47000 14131.26| 6.00000 5148.00 REMOVE EXISTING PAVEMENT SURFACE 6" | | | 0045 601006-001 3.000 CY | 750.00000 2250.00| 237.97000 713.91| 100.00000 300.00 CLASS D CONCRETE | | | 0050 604050-012 16.000 LF | 47.25000 756.00| 25.68000 410.88| 50.00000 800.00 15 INCH CORRUGATED POLYETHYLENE PIPE | | | 0055 607009-001 2025.000 LF | 7.75000 15693.75| 6.55000 13263.75| 6.00000 12150.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607066-002 4.000 EA | 440.00000 1760.00| 440.00000 1760.00| 500.00000 2000.00 TANGENT END TERMINAL, REMOVE AND RESET | | | 0065 614001-003 4760.000 LF | 53.00000 252280.00| 48.74000 232002.40| 60.00000 285600.00 HP10X42 STEEL PILE | | | 0070 614001-004 595.000 LF | 61.25000 36443.75| 62.15000 36979.25| 80.00000 47600.00 HP10X57 STEEL PILE | | | 0075 614001-006 3105.000 LF | 61.50000 190957.50| 57.86000 179655.30| 75.00000 232875.00 HP12X53 STEEL PILE | | | 0080 614003-001 11405.000 SF | 12.50000 142562.50| 13.97000 159327.85| 14.00000 159670.00 CONCRETE LAGGING, THICKNESS 8" | | | 0085 636007-001 144.000 LF | 1.10000 158.40| 1.52000 218.88| 8.00000 1152.00 ERADICATION OF PAVEMENT MARKING | | | 0090 636008-001 7509.000 LF | 0.17000 1276.53| 0.17000 1276.53| 0.40000 3003.60 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0812343 COUNTIES : WETZEL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 31-4444098 |( 3 ) 20-3991479 |OHIO-WEST VIRGINIA EXCAVATIN |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636011-001 8640.000 UN | 0.96000 8294.40| 1.07000 9244.80| 1.00000 8640.00 TRAFFIC CONTROL DEVICE | | | 0100 636014-001 450.000 HR | 1.00000 450.00| 49.50000 22275.00| 52.00000 23400.00 FLAGGER | | | 0105 636022-001 65.000 DA | 60.00000 3900.00| 44.00000 2860.00| 65.00000 4225.00 CHANGEABLE MESSAGE SIGN | | | 0110 636023-001 1.000 LS | 40180.00000 40180.00| 15246.00000 15246.00| 35000.00000 35000.00 TEMPORARY TRAFFIC SIGNAL | | | 0115 642012-001 2240.000 LF | 1.85000 4144.00| 1.36000 3046.40| 1.00000 2240.00 SILT FENCE | | | 0120 663001-004 9280.000 LF | 0.22000 2041.60| 0.22000 2041.60| 0.40000 3712.00 EDGE LINE, TYPE II PERM. WHITE | | | 0125 663001-004 9280.000 LF | 0.22000 2041.60| 0.22000 2041.60| 0.40000 3712.00 EDGE LINE, TYPE II TEMP. WHITE | | | 0130 663002-005 3166.000 LF | 0.22000 696.52| 0.22000 696.52| 0.40000 1266.40 LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0135 663002-005 3166.000 LF | 0.22000 696.52| 0.22000 696.52| 0.40000 1266.40 LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0140 307005-001 AA1 379.000 TN | 49.00000 18571.00| | 37.00000 14023.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0145 307005-002 AA2 371.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0150 307005-003 AA3 400.000 TN | | 24.71000 9884.00| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0155 307005-001 BB1 517.000 TN | 38.50000 19904.50| | 38.00000 19646.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0160 307005-002 BB2 507.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0165 307005-003 BB3 545.000 TN | | 55.58000 30291.10| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 1 | | | 0170 401001-001 CC1 283.000 TN | 107.50000 30422.50| 108.74000 30773.42| 100.00000 28300.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0812343 COUNTIES : WETZEL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 31-4444098 |( 3 ) 20-3991479 |OHIO-WEST VIRGINIA EXCAVATIN |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 401001-002 CC2 270.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0180 401001-003 CC3 299.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | 0185 401007-001 DD1 404.000 TN | 96.50000 38986.00| 96.20000 38864.80| 90.00000 36360.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0190 401007-002 DD2 386.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0195 401007-003 DD3 426.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0200 402001-001 EE1 1055.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0205 402001-002 EE2 1008.000 TN | 99.00000 99792.00| 98.92000 99711.36| 95.00000 95760.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0210 402001-003 EE3 1113.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | 0215 636002-001 FF1 975.000 TN | 42.50000 41437.50| | 27.00000 26325.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0220 636002-002 FF2 956.000 TN | | 21.88000 20917.28| AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,067,738.97| $ 1,076,897.57| $ 1,133,019.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,067,738.97| $ 1,076,897.57| $ 1,133,019.40 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0812343 COUNTIES : WETZEL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0583614 |( 5 ) 62-1345425 |( 6 ) 25-1696132 |KELLY PAVING, INC. |BILCO CONSTRUCTION CO., INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE WITH PILING | | | 0005 204001-000 LUMP | 65000.00000 65000.00| 195000.00000 195000.00| 73000.00000 73000.00 MOBILIZATION | | | 0010 211008-000 5.000 TN | 150.00000 750.00| 75.00000 375.00| 65.00000 325.00 ROCK BORROW EXCAVATION | | | 0015 211009-000 1733.000 TN | 43.00000 74519.00| 30.00000 51990.00| 45.00000 77985.00 SELECT BORROW EXCAVATION | | | 0020 229001-000 0.880 MI | 8000.00000 7040.00| 6000.00000 5280.00| 4500.00000 3960.00 SHOULDER AND DITCH | | | 0025 240002-000 18.000 EA | 110.00000 1980.00| 80.00000 1440.00| 350.00000 6300.00 CLEAN INLET | | | 0030 240006-000 120.000 LF | 15.00000 1800.00| 5.00000 600.00| 30.00000 3600.00 CLEAN INLET AND OUTLET DITCH | | | 0035 408002-001 378.000 GA | 5.00000 1890.00| 6.00000 2268.00| 6.00000 2268.00 BITUMINOUS MATERIAL | | | 0040 415005-001 858.000 SY | 14.00000 12012.00| 9.00000 7722.00| 9.00000 7722.00 REMOVE EXISTING PAVEMENT SURFACE 6" | | | 0045 601006-001 3.000 CY | 300.00000 900.00| 250.00000 750.00| 300.00000 900.00 CLASS D CONCRETE | | | 0050 604050-012 16.000 LF | 75.00000 1200.00| 100.00000 1600.00| 125.00000 2000.00 15 INCH CORRUGATED POLYETHYLENE PIPE | | | 0055 607009-001 2025.000 LF | 6.00000 12150.00| 7.00000 14175.00| 8.00000 16200.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607066-002 4.000 EA | 420.00000 1680.00| 600.00000 2400.00| 575.00000 2300.00 TANGENT END TERMINAL, REMOVE AND RESET | | | 0065 614001-003 4760.000 LF | 90.00000 428400.00| 85.00000 404600.00| 75.00000 357000.00 HP10X42 STEEL PILE | | | 0070 614001-004 595.000 LF | 96.00000 57120.00| 95.00000 56525.00| 90.00000 53550.00 HP10X57 STEEL PILE | | | 0075 614001-006 3105.000 LF | 98.00000 304290.00| 95.00000 294975.00| 95.00000 294975.00 HP12X53 STEEL PILE | | | 0080 614003-001 11405.000 SF | 15.00000 171075.00| 12.00000 136860.00| 25.00000 285125.00 CONCRETE LAGGING, THICKNESS 8" | | | 0085 636007-001 144.000 LF | 1.00000 144.00| 1.50000 216.00| 1.00000 144.00 ERADICATION OF PAVEMENT MARKING | | | 0090 636008-001 7509.000 LF | 0.15000 1126.35| 0.20000 1501.80| 0.15000 1126.35 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0812343 COUNTIES : WETZEL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0583614 |( 5 ) 62-1345425 |( 6 ) 25-1696132 |KELLY PAVING, INC. |BILCO CONSTRUCTION CO., INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636011-001 8640.000 UN | 1.00000 8640.00| 1.00000 8640.00| 1.00000 8640.00 TRAFFIC CONTROL DEVICE | | | 0100 636014-001 450.000 HR | 0.01000 4.50| 53.00000 23850.00| 35.00000 15750.00 FLAGGER | | | 0105 636022-001 65.000 DA | 40.00000 2600.00| 45.00000 2925.00| 45.00000 2925.00 CHANGEABLE MESSAGE SIGN | | | 0110 636023-001 1.000 LS | 33500.00000 33500.00| 10000.20000 10000.20| 35000.00000 35000.00 TEMPORARY TRAFFIC SIGNAL | | | 0115 642012-001 2240.000 LF | 2.80000 6272.00| 2.00000 4480.00| 5.00000 11200.00 SILT FENCE | | | 0120 663001-004 9280.000 LF | 0.20000 1856.00| 0.25000 2320.00| 0.25000 2320.00 EDGE LINE, TYPE II PERM. WHITE | | | 0125 663001-004 9280.000 LF | 0.20000 1856.00| 0.25000 2320.00| 0.25000 2320.00 EDGE LINE, TYPE II TEMP. WHITE | | | 0130 663002-005 3166.000 LF | 0.20000 633.20| 0.25000 791.50| 0.25000 791.50 LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0135 663002-005 3166.000 LF | 0.20000 633.20| 0.25000 791.50| 0.25000 791.50 LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0140 307005-001 AA1 379.000 TN | 35.00000 13265.00| | 50.00000 18950.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0145 307005-002 AA2 371.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0150 307005-003 AA3 400.000 TN | | 25.00000 10000.00| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0155 307005-001 BB1 517.000 TN | 38.00000 19646.00| | 60.00000 31020.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0160 307005-002 BB2 507.000 TN | | 30.00000 15210.00| AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0165 307005-003 BB3 545.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 1 | | | 0170 401001-001 CC1 283.000 TN | 78.00000 22074.00| 105.00000 29715.00| 115.00000 32545.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0812343 COUNTIES : WETZEL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0583614 |( 5 ) 62-1345425 |( 6 ) 25-1696132 |KELLY PAVING, INC. |BILCO CONSTRUCTION CO., INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 401001-002 CC2 270.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0180 401001-003 CC3 299.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | 0185 401007-001 DD1 404.000 TN | 94.00000 37976.00| 95.00000 38380.00| 105.00000 42420.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0190 401007-002 DD2 386.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0195 401007-003 DD3 426.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0200 402001-001 EE1 1055.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0205 402001-002 EE2 1008.000 TN | 94.00000 94752.00| 97.00000 97776.00| 105.00000 105840.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0210 402001-003 EE3 1113.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | 0215 636002-001 FF1 975.000 TN | 35.00000 34125.00| | 50.00000 48750.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0220 636002-002 FF2 956.000 TN | | 21.00000 20076.00| AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,420,909.25| $ 1,445,553.00| $ 1,547,743.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,420,909.25| $ 1,445,553.00| $ 1,547,743.35 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 015 -8 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0812343 COUNTIES : WETZEL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0743840 |( ) |( ) |THAXTON CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE WITH PILING | | | 0005 204001-000 LUMP | 50000.00000 50000.00| | MOBILIZATION | | | 0010 211008-000 5.000 TN | 100.00000 500.00| | ROCK BORROW EXCAVATION | | | 0015 211009-000 1733.000 TN | 60.00000 103980.00| | SELECT BORROW EXCAVATION | | | 0020 229001-000 0.880 MI | 1000.00000 880.00| | SHOULDER AND DITCH | | | 0025 240002-000 18.000 EA | 200.00000 3600.00| | CLEAN INLET | | | 0030 240006-000 120.000 LF | 20.00000 2400.00| | CLEAN INLET AND OUTLET DITCH | | | 0035 408002-001 378.000 GA | 20.00000 7560.00| | BITUMINOUS MATERIAL | | | 0040 415005-001 858.000 SY | 20.00000 17160.00| | REMOVE EXISTING PAVEMENT SURFACE 6" | | | 0045 601006-001 3.000 CY | 300.00000 900.00| | CLASS D CONCRETE | | | 0050 604050-012 16.000 LF | 80.00000 1280.00| | 15 INCH CORRUGATED POLYETHYLENE PIPE | | | 0055 607009-001 2025.000 LF | 15.00000 30375.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607066-002 4.000 EA | 1000.00000 4000.00| | TANGENT END TERMINAL, REMOVE AND RESET | | | 0065 614001-003 4760.000 LF | 90.00000 428400.00| | HP10X42 STEEL PILE | | | 0070 614001-004 595.000 LF | 110.00000 65450.00| | HP10X57 STEEL PILE | | | 0075 614001-006 3105.000 LF | 100.00000 310500.00| | HP12X53 STEEL PILE | | | 0080 614003-001 11405.000 SF | 12.00000 136860.00| | CONCRETE LAGGING, THICKNESS 8" | | | 0085 636007-001 144.000 LF | 4.00000 576.00| | ERADICATION OF PAVEMENT MARKING | | | 0090 636008-001 7509.000 LF | 0.50000 3754.50| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 015 -9 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0812343 COUNTIES : WETZEL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0743840 |( ) |( ) |THAXTON CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636011-001 8640.000 UN | 1.50000 12960.00| | TRAFFIC CONTROL DEVICE | | | 0100 636014-001 450.000 HR | 45.00000 20250.00| | FLAGGER | | | 0105 636022-001 65.000 DA | 100.00000 6500.00| | CHANGEABLE MESSAGE SIGN | | | 0110 636023-001 1.000 LS | 20000.00000 20000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0115 642012-001 2240.000 LF | 10.00000 22400.00| | SILT FENCE | | | 0120 663001-004 9280.000 LF | 0.50000 4640.00| | EDGE LINE, TYPE II PERM. WHITE | | | 0125 663001-004 9280.000 LF | 0.50000 4640.00| | EDGE LINE, TYPE II TEMP. WHITE | | | 0130 663002-005 3166.000 LF | 0.50000 1583.00| | LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0135 663002-005 3166.000 LF | 0.50000 1583.00| | LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0140 307005-001 AA1 379.000 TN | 60.00000 22740.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0145 307005-002 AA2 371.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0150 307005-003 AA3 400.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0155 307005-001 BB1 517.000 TN | 50.00000 25850.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0160 307005-002 BB2 507.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0165 307005-003 BB3 545.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 1 | | | 0170 401001-001 CC1 283.000 TN | 120.00000 33960.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 015 -10 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0812343 COUNTIES : WETZEL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0743840 |( ) |( ) |THAXTON CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 401001-002 CC2 270.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0180 401001-003 CC3 299.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | 0185 401007-001 DD1 404.000 TN | 100.00000 40400.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0190 401007-002 DD2 386.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0195 401007-003 DD3 426.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0200 402001-001 EE1 1055.000 TN | 150.00000 158250.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0205 402001-002 EE2 1008.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0210 402001-003 EE3 1113.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | 0215 636002-001 FF1 975.000 TN | 50.00000 48750.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0220 636002-002 FF2 956.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,592,681.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,592,681.50| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 0617940R1 COUNTIES : WOOD LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PARKERSBURG - ST. MARYS BUILDING DEMOLITION PROJECT(S) : U354-0002/00-023.11 06 0NFA 0002 444 000 LOCATION: CO 16/3 - CO 3/8 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0637084 BADGER CONSTRUCTION. CO., INC. $ 64,720.00 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 77,551.00 119.8254% 3 55-0691657 J. C. BOSLEY CONSTRUCTION, INC. $ 97,000.00 149.8764% 4 55-0760993 D. CARTER, INC. $ 131,200.00 202.7194% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0617940R1 COUNTIES : WOOD LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0637084 |( 2 ) 55-0710073 |( 3 ) 55-0691657 |BADGER CONSTRUCTION CO., IN |TEAYS RIVER CONSTRUCTION COM |J. C. BOSLEY CONSTRUCTION, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BUILDING DEMOLITION K000 | | | 0005 202001-000 1.000 LS | 650.00000 650.00| 2500.00000 2500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 149/1, | | | FRAME GARAGE/SHED | | | 0010 202001-000 1.000 LS | 1200.00000 1200.00| 100.00000 100.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 15/1, | | | WOODEN SHED | | | 0015 202001-000 1.000 LS | 750.00000 750.00| 200.00000 200.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 15/2, | | | WOODEN SHED | | | 0020 202001-000 1.000 LS | 700.00000 700.00| 200.00000 200.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 15/3, | | | WOODEN SHED | | | 0025 202001-000 1.000 LS | 350.00000 350.00| 200.00000 200.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 15/4, | | | OUTHOUSE | | | 0030 202001-000 1.000 LS | 2000.00000 2000.00| 1500.00000 1500.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 15/5, | | | ABANDON SHED | | | 0035 202001-000 1.000 LS | 1000.00000 1000.00| 100.00000 100.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 15/6, | | | ABANDON SHED | | | 0040 202001-000 1.000 LS | 1000.00000 1000.00| 100.00000 100.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 15/7, | | | FOUNDATION | | | 0045 202001-000 1.000 LS | 1000.00000 1000.00| 100.00000 100.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 15/8, | | | FOUNDATION | | | 0050 202001-000 1.000 LS | 750.00000 750.00| 100.00000 100.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 15/9, SHED | | | 0055 202001-000 1.000 LS | 9000.00000 9000.00| 8300.00000 8300.00| 9000.00000 9000.00 BUILDING DEMOLITION NUMBER, 17/2, 1 1/2 | | | STORY FRAME/VINYL HOUSE | | | 0060 202001-000 1.000 LS | 750.00000 750.00| 1.00000 1.00| 1200.00000 1200.00 BUILDING DEMOLITION NUMBER, 17/3, | | | FRAMED SHED | | | 0065 202001-000 1.000 LS | 6800.00000 6800.00| 8200.00000 8200.00| 9000.00000 9000.00 BUILDING DEMOLITION NUMBER, 19/1, 2 | | | STORY FRAME/VINYL HOUSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0617940R1 COUNTIES : WOOD LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0637084 |( 2 ) 55-0710073 |( 3 ) 55-0691657 |BADGER CONSTRUCTION CO., IN |TEAYS RIVER CONSTRUCTION COM |J. C. BOSLEY CONSTRUCTION, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 202001-000 1.000 LS | 4400.00000 4400.00| 4200.00000 4200.00| 6000.00000 6000.00 BUILDING DEMOLITION NUMBER, 19/2, 2 | | | STORY GARAGE/APARTMENT | | | 0075 202001-000 1.000 LS | 2800.00000 2800.00| 3000.00000 3000.00| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 26/1, WOOD | | | & BLOCK BUILDING | | | 0080 202001-000 1.000 LS | 1200.00000 1200.00| 2000.00000 2000.00| 1200.00000 1200.00 BUILDING DEMOLITION NUMBER, 26/2, | | | FRAMED SHED | | | 0085 202001-000 1.000 LS | 4800.00000 4800.00| 7000.00000 7000.00| 9000.00000 9000.00 BUILDING DEMOLITION NUMBER, 34/1, 1 | | | STORY BRICK/FRAME HOUSE | | | 0090 202001-000 1.000 LS | 4400.00000 4400.00| 6500.00000 6500.00| 9000.00000 9000.00 BUILDING DEMOLITION NUMBER, 37/1, 2 | | | STORY FRAME/ALUMINUM HOUSE | | | 0095 202001-000 1.000 LS | 1500.00000 1500.00| 2500.00000 2500.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 37/2, 4 | | | STALL GARAGE | | | 0100 202001-000 1.000 LS | 1000.00000 1000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 38/1, | | | 1STORY FRAME HOUSE W/SHED | | | 0105 202001-000 1.000 LS | 8500.00000 8500.00| 6700.00000 6700.00| 12000.00000 12000.00 BUILDING DEMOLITION NUMBER, 40/1, 1 | | | STORY BRICK HOUSE | | | 0110 202001-000 1.000 LS | 2500.00000 2500.00| 3000.00000 3000.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 40/2, BLOCK | | | GARAGE | | | 0115 202003-000 LUMP | 400.00000 400.00| 850.00000 850.00| 1400.00000 1400.00 SEPTIC TANK ABANDONMENT NUMBER, 17/1 | | | 0120 202003-000 LUMP | 400.00000 400.00| 850.00000 850.00| 1400.00000 1400.00 SEPTIC TANK ABANDONMENT NUMBER, 26/3 | | | 0125 202003-000 LUMP | 400.00000 400.00| 850.00000 850.00| 1400.00000 1400.00 SEPTIC TANK ABANDONMENT NUMBER, 34/2 | | | 0130 202003-000 LUMP | 400.00000 400.00| 850.00000 850.00| 1400.00000 1400.00 SEPTIC TANK ABANDONMENT NUMBER, 40/3 | | | 0135 204001-000 LUMP | 1900.00000 1900.00| 8000.00000 8000.00| 7598.00000 7598.00 MOBILIZATION | | | 0140 681001-001 LUMP | 1500.00000 1500.00| 500.00000 500.00| 500.00000 500.00 ASBESTOS ABATEMENT, NUMBER 15/4 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0617940R1 COUNTIES : WOOD LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0637084 |( 2 ) 55-0710073 |( 3 ) 55-0691657 |BADGER CONSTRUCTION CO., IN |TEAYS RIVER CONSTRUCTION COM |J. C. BOSLEY CONSTRUCTION, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 681001-001 LUMP | 100.00000 100.00| 300.00000 300.00| 200.00000 200.00 ASBESTOS ABATEMENT, NUMBER 19/1 | | | 0150 681001-001 LUMP | 120.00000 120.00| 300.00000 300.00| 400.00000 400.00 ASBESTOS ABATEMENT, NUMBER 34/1 | | | 0155 681001-001 LUMP | 450.00000 450.00| 400.00000 400.00| 400.00000 400.00 ASBESTOS ABATEMENT, NUMBER 37/1 | | | 0160 681001-001 LUMP | 1900.00000 1900.00| 2100.00000 2100.00| 5000.00000 5000.00 ASBESTOS ABATEMENT, NUMBER 40/1 | | | 0165 681001-001 LUMP | 100.00000 100.00| 50.00000 50.00| 200.00000 200.00 ASBESTOS ABATEMENT, NUMBER 40/2 | | | SECTION TOTALS | $ 64,720.00| $ 77,551.00| $ 97,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 64,720.00| $ 77,551.00| $ 97,000.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0617940R1 COUNTIES : WOOD LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0760993 |( ) |( ) |D. CARTER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BUILDING DEMOLITION K000 | | | 0005 202001-000 1.000 LS | 1900.00000 1900.00| | BUILDING DEMOLITION NUMBER, 149/1, | | | FRAME GARAGE/SHED | | | 0010 202001-000 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION NUMBER, 15/1, | | | WOODEN SHED | | | 0015 202001-000 1.000 LS | 800.00000 800.00| | BUILDING DEMOLITION NUMBER, 15/2, | | | WOODEN SHED | | | 0020 202001-000 1.000 LS | 800.00000 800.00| | BUILDING DEMOLITION NUMBER, 15/3, | | | WOODEN SHED | | | 0025 202001-000 1.000 LS | 750.00000 750.00| | BUILDING DEMOLITION NUMBER, 15/4, | | | OUTHOUSE | | | 0030 202001-000 1.000 LS | 2500.00000 2500.00| | BUILDING DEMOLITION NUMBER, 15/5, | | | ABANDON SHED | | | 0035 202001-000 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION NUMBER, 15/6, | | | ABANDON SHED | | | 0040 202001-000 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION NUMBER, 15/7, | | | FOUNDATION | | | 0045 202001-000 1.000 LS | 1200.00000 1200.00| | BUILDING DEMOLITION NUMBER, 15/8, | | | FOUNDATION | | | 0050 202001-000 1.000 LS | 850.00000 850.00| | BUILDING DEMOLITION NUMBER, 15/9, SHED | | | 0055 202001-000 1.000 LS | 12500.00000 12500.00| | BUILDING DEMOLITION NUMBER, 17/2, 1 1/2 | | | STORY FRAME/VINYL HOUSE | | | 0060 202001-000 1.000 LS | 600.00000 600.00| | BUILDING DEMOLITION NUMBER, 17/3, | | | FRAMED SHED | | | 0065 202001-000 1.000 LS | 12500.00000 12500.00| | BUILDING DEMOLITION NUMBER, 19/1, 2 | | | STORY FRAME/VINYL HOUSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 016 -6 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0617940R1 COUNTIES : WOOD LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0760993 |( ) |( ) |D. CARTER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 202001-000 1.000 LS | 9500.00000 9500.00| | BUILDING DEMOLITION NUMBER, 19/2, 2 | | | STORY GARAGE/APARTMENT | | | 0075 202001-000 1.000 LS | 2500.00000 2500.00| | BUILDING DEMOLITION NUMBER, 26/1, WOOD | | | & BLOCK BUILDING | | | 0080 202001-000 1.000 LS | 4000.00000 4000.00| | BUILDING DEMOLITION NUMBER, 26/2, | | | FRAMED SHED | | | 0085 202001-000 1.000 LS | 7500.00000 7500.00| | BUILDING DEMOLITION NUMBER, 34/1, 1 | | | STORY BRICK/FRAME HOUSE | | | 0090 202001-000 1.000 LS | 12500.00000 12500.00| | BUILDING DEMOLITION NUMBER, 37/1, 2 | | | STORY FRAME/ALUMINUM HOUSE | | | 0095 202001-000 1.000 LS | 10000.00000 10000.00| | BUILDING DEMOLITION NUMBER, 37/2, 4 | | | STALL GARAGE | | | 0100 202001-000 1.000 LS | 8500.00000 8500.00| | BUILDING DEMOLITION NUMBER, 38/1, | | | 1STORY FRAME HOUSE W/SHED | | | 0105 202001-000 1.000 LS | 14500.00000 14500.00| | BUILDING DEMOLITION NUMBER, 40/1, 1 | | | STORY BRICK HOUSE | | | 0110 202001-000 1.000 LS | 10500.00000 10500.00| | BUILDING DEMOLITION NUMBER, 40/2, BLOCK | | | GARAGE | | | 0115 202003-000 LUMP | 900.00000 900.00| | SEPTIC TANK ABANDONMENT NUMBER, 17/1 | | | 0120 202003-000 LUMP | 900.00000 900.00| | SEPTIC TANK ABANDONMENT NUMBER, 26/3 | | | 0125 202003-000 LUMP | 900.00000 900.00| | SEPTIC TANK ABANDONMENT NUMBER, 34/2 | | | 0130 202003-000 LUMP | 900.00000 900.00| | SEPTIC TANK ABANDONMENT NUMBER, 40/3 | | | 0135 204001-000 LUMP | 4000.00000 4000.00| | MOBILIZATION | | | 0140 681001-001 LUMP | 300.00000 300.00| | ASBESTOS ABATEMENT, NUMBER 15/4 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 016 -7 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0617940R1 COUNTIES : WOOD LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0760993 |( ) |( ) |D. CARTER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 681001-001 LUMP | 500.00000 500.00| | ASBESTOS ABATEMENT, NUMBER 19/1 | | | 0150 681001-001 LUMP | 750.00000 750.00| | ASBESTOS ABATEMENT, NUMBER 34/1 | | | 0155 681001-001 LUMP | 585.00000 585.00| | ASBESTOS ABATEMENT, NUMBER 37/1 | | | 0160 681001-001 LUMP | 4365.00000 4365.00| | ASBESTOS ABATEMENT, NUMBER 40/1 | | | 0165 681001-001 LUMP | 200.00000 200.00| | ASBESTOS ABATEMENT, NUMBER 40/2 | | | SECTION TOTALS | $ 131,200.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 131,200.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 0533252 COUNTIES : KANAWHA LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : SOUTH SIDE XWAY SIGNING RENOVATION PROJECT(S) : S320-0061/00-023.75 00 CMAQ 0061 061 D00 LOCATION: 35TH ST BR (CO 60/63) - PATRICK ST. BR. (US 60) ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1148628 PDK CONSTRUCTION, INC. $ 363,902.85 100.0000% 2 31-1115885 M. P. DORY CO. $ 364,858.00 100.2625% 3 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 422,393.00 116.0730% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0533252 COUNTIES : KANAWHA LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1148628 |( 2 ) 31-1115885 |( 3 ) 25-1271209 |PDK CONSTRUCTION, INC. |M. P. DORY CO. |GREEN ACRES CONTRACTING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 36000.00000 36000.00| 7500.00000 7500.00| 45000.00000 45000.00 MOBILIZATION | | | 0010 607001-001 25.000 LF | 38.00000 950.00| 36.00000 900.00| 45.00000 1125.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0015 607030-001 1.000 EA | 550.00000 550.00| 750.00000 750.00| 900.00000 900.00 SPECIAL TRAILING END TERMINAL | | | 0020 607066-001 1.000 EA | 1800.00000 1800.00| 2100.00000 2100.00| 1950.00000 1950.00 TANGENT END TERMINAL | | | 0025 636011-001 10300.000 UN | 0.01000 103.00| 0.15000 1545.00| 0.85000 8755.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 400.000 HR | 1.00000 400.00| 1.00000 400.00| 0.01000 4.00 FLAGGER | | | 0035 636014-002 100.000 HR | 50.00000 5000.00| 30.00000 3000.00| 45.00000 4500.00 TRAFFIC DIRECTOR | | | 0040 636021-001 60.000 DA | 10.00000 600.00| 10.00000 600.00| 5.00000 300.00 ELECTRIC ARROW | | | 0045 657006-001 143.000 LF | 33.65000 4811.95| 28.00000 4004.00| 34.00000 4862.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0050 657006-005 112.000 LF | 41.70000 4670.40| 37.00000 4144.00| 40.00000 4480.00 W6X12, A-572 SUPPORT, GALVANIZED | | | 0055 657008-001 796.000 LF | 8.50000 6766.00| 8.00000 6368.00| 7.00000 5572.00 2.00 LB CHANNEL POST | | | 0060 657010-001 2535.000 LF | 7.90000 20026.50| 11.00000 27885.00| 8.00000 20280.00 3.00 LB CHANNEL POST | | | 0065 657012-001 142.000 LF | 7.50000 1065.00| 11.00000 1562.00| 10.00000 1420.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0070 657017-001 8.900 CY | 1100.00000 9790.00| 1150.00000 10235.00| 1350.00000 12015.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE , ROADSIDE | | | 0075 657018-001 109.000 EA | 34.00000 3706.00| 70.00000 7630.00| 15.00000 1635.00 POST REMOVAL | | | 0080 657019-001 1.000 EA | 2300.00000 2300.00| 2500.00000 2500.00| 1200.00000 1200.00 PIPE POST , TYPE 9 | | | 0085 658001-001 10.500 CY | 1200.00000 12600.00| 1150.00000 12075.00| 1350.00000 14175.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD , OVERHEAD | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0533252 COUNTIES : KANAWHA LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1148628 |( 2 ) 31-1115885 |( 3 ) 25-1271209 |PDK CONSTRUCTION, INC. |M. P. DORY CO. |GREEN ACRES CONTRACTING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 658003-001 1.000 EA | 48000.00000 48000.00| 49000.00000 49000.00| 55000.00000 55000.00 OVERHEAD SIGN, GALVANIZED STEEL , 02 | | | 0095 659001-001 LUMP | 4900.00000 4900.00| 5680.00000 5680.00| 4000.00000 4000.00 SIGN LIGHTING, TYPE 3 (250W) 271 | | | 0100 659001-001 LUMP | 9500.00000 9500.00| 14500.00000 14500.00| 8750.00000 8750.00 SIGN LIGHTING, TYPE 3 (250W), 02 | | | 0105 659001-001 LUMP | 4900.00000 4900.00| 4670.00000 4670.00| 4000.00000 4000.00 SIGN LIGHTING, TYPE 3 (250W), 124 | | | 0110 659001-001 LUMP | 5400.00000 5400.00| 8650.00000 8650.00| 4500.00000 4500.00 SIGN LIGHTING, TYPE 3 (250W), 14 | | | 0115 659001-001 LUMP | 4900.00000 4900.00| 5850.00000 5850.00| 4000.00000 4000.00 SIGN LIGHTING, TYPE 3 (250W), 151 | | | 0120 659001-001 LUMP | 5400.00000 5400.00| 5550.00000 5550.00| 4500.00000 4500.00 SIGN LIGHTING, TYPE 3 (250W), 179 | | | 0125 659001-001 LUMP | 10800.00000 10800.00| 12250.00000 12250.00| 10100.00000 10100.00 SIGN LIGHTING, TYPE 3 (250W), 200 | | | 0130 659001-001 LUMP | 4900.00000 4900.00| 5550.00000 5550.00| 4000.00000 4000.00 SIGN LIGHTING, TYPE 3 (250W), 270 | | | 0135 659001-001 LUMP | 5100.00000 5100.00| 5850.00000 5850.00| 4350.00000 4350.00 SIGN LIGHTING, TYPE 3 (250W), 31 | | | 0140 659001-001 LUMP | 10150.00000 10150.00| 10500.00000 10500.00| 9700.00000 9700.00 SIGN LIGHTING, TYPE 3 (250W), 89 | | | 0145 659001-001 LUMP | 4900.00000 4900.00| 5550.00000 5550.00| 4000.00000 4000.00 SIGN LIGHTING, TYPE 3 (250W), 99 | | | 0150 661001-001 1770.000 SF | 14.20000 25134.00| 15.50000 27435.00| 21.00000 37170.00 0.080 IN FLAT SHEET SIGN | | | 0155 661002-001 4250.000 SF | 18.16000 77180.00| 18.50000 78625.00| 24.00000 102000.00 EXTRUDED PANEL SIGN | | | 0160 664001-004 2.000 EA | 15800.00000 31600.00| 16000.00000 32000.00| 19075.00000 38150.00 IMPACT ATTENUATING DEVICE, TYPE II , | | | III OR VIII | | | SECTION TOTALS | $ 363,902.85| $ 364,858.00| $ 422,393.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 363,902.85| $ 364,858.00| $ 422,393.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : BLAIR BRIDGE PROJECT(S) : S323-0017/00-010.40 00 00BR 0017 057 D00 LOCATION: / SPRUCE FORK, 2.16 MI N CO 119/7 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 901,490.00 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 985,508.50 109.3200% 3 02-0564151 ASPHALT CONTRACTORS & SITE WORK INC $ 997,512.59 110.6515% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,059,086.01 117.4817% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 34-1199322 |( 3 ) 02-0564151 |BILCO CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |ASPHALT CONTRACTORS & SITE WO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 35000.00000 35000.00| 7500.00000 7500.00| 4500.00000 4500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 45000.00000 45000.00| 33000.00000 33000.00| 53000.00000 53000.00 MOBILIZATION | | | 0015 207001-001 427.000 CY | 40.00000 17080.00| 27.25000 11635.75| 25.00000 10675.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 103.000 CY | 78.00000 8034.00| 65.75000 6772.25| 75.00000 7725.00 SUBGRADE | | | 0025 207034-000 670.000 SY | 3.50000 2345.00| 2.50000 1675.00| 2.50000 1675.00 FABRIC FOR SEPARATION | | | 0030 211001-000 487.000 CY | 40.00000 19480.00| 42.25000 20575.75| 30.00000 14610.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 187.000 CY | 50.00000 9350.00| 97.00000 18139.00| 85.00000 15895.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 502001-012 113.000 SY | 270.00000 30510.00| 230.00000 25990.00| 200.00000 22600.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0045 607001-001 300.000 LF | 20.00000 6000.00| 22.78000 6834.00| 32.00000 9600.00 TYPE 1 GUARDRAIL, CLASS II | | | 0050 607006-001 4.000 EA | 1920.00000 7680.00| 1100.00000 4400.00| 1494.00000 5976.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 638002-001 13.000 EA | 31.00000 403.00| 150.00000 1950.00| 100.00000 1300.00 RIGHT OF WAY MARKER | | | 0060 638004-001 1.000 EA | 205.00000 205.00| 300.00000 300.00| 200.00000 200.00 OUTLET MARKER | | | 0065 639001-001 LUMP | 2170.00000 2170.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0070 640003-001 LUMP | 1070.00000 1070.00| 2500.00000 2500.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0075 640006-001 8.000 MO | 1430.00000 11440.00| 1600.00000 12800.00| 2000.00000 16000.00 SMALL FIELD OFFICE | | | 0080 642004-002 3.000 LB | 110.00000 330.00| 650.00000 1950.00| 728.00000 2184.00 SEED MIXTURE, B | | | 0085 642005-002 0.020 TN | 5500.00000 110.00| 8000.00000 160.00| 8960.00000 179.20 MULCH, WOOD CELLULOSE FIBER | | | 0090 642006-001 0.020 TN | 2750.00000 55.00| 8000.00000 160.00| 8960.00000 179.20 FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 34-1199322 |( 3 ) 02-0564151 |BILCO CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |ASPHALT CONTRACTORS & SITE WO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642012-001 532.000 LF | 2.00000 1064.00| 4.25000 2261.00| 2.50000 1330.00 SILT FENCE | | | 0100 642031-001 4.000 EA | 100.00000 400.00| 175.00000 700.00| 75.00000 300.00 DITCH CHECK | | | 0105 642050-001 1.000 EA | 915.00000 915.00| 750.00000 750.00| 1000.00000 1000.00 DEWATERING DEVICE | | | 0110 652001-001 0.040 TN | 110.00000 4.40| 50.00000 2.00| 56.00000 2.24 AGRICULTURAL LIMESTONE | | | 0115 652002-001 0.020 TN | 3300.00000 66.00| 5000.00000 100.00| 5600.00000 112.00 FERTILIZER, 10-20-10 | | | 0120 652003-001 2.900 LB | 110.00000 319.00| 680.00000 1972.00| 760.00000 2204.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0125 652004-002 0.060 TN | 5500.00000 330.00| 3500.00000 210.00| 3920.00000 235.20 WOOD CELLULOSE FIBER MULCH | | | 0130 665004-001 1.000 EA | 275.00000 275.00| 500.00000 500.00| 1500.00000 1500.00 WATER WELL SURVEY | | | 0135 401001-001 AA1 138.000 TN | 155.00000 21390.00| 142.00000 19596.00| 140.00000 19320.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0140 401001-002 AA2 132.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0145 401002-001 BB1 56.000 TN | 155.00000 8680.00| 142.00000 7952.00| 180.00000 10080.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401002-002 BB2 53.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 229,705.40| $ 195,384.75| $ 215,381.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #4743 | | | 0155 203001-000 LUMP | 16000.00000 16000.00| 60000.00000 60000.00| 22500.00000 22500.00 DISMANTLING STRUCTURE | | | 0160 212001-000 34.000 CY | 140.00000 4760.00| 150.00000 5100.00| 100.00000 3400.00 STRUCTURE EXCAVATION | | | 0165 212005-000 22.000 CY | 160.00000 3520.00| 175.00000 3850.00| 100.00000 2200.00 SELECT MATERIAL FOR BACKFILLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 34-1199322 |( 3 ) 02-0564151 |BILCO CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |ASPHALT CONTRACTORS & SITE WO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 218006-000 300.000 CY | 54.00000 16200.00| 75.00000 22500.00| 80.00000 24000.00 FOUNDATION PROTECTION | | | 0175 601002-001 36.000 CY | 990.00000 35640.00| 850.00000 30600.00| 400.00000 14400.00 CLASS B CONCRETE | | | 0180 601003-001 112.000 CY | 1020.00000 114240.00| 1200.00000 134400.00| 800.00000 89600.00 CLASS K CONCRETE | | | 0185 602002-001 29566.000 LB | 1.60000 47305.60| 1.25000 36957.50| 1.50000 44349.00 EPOXY COATED REINFORCING STEEL BAR | | | 0190 615001-001 94950.000 LS | 220000.00000 220000.00| 204600.00000 204600.00| 292356.00000 292356.00 STEEL SUPERSTRUCTURE | | | 0195 616005-003 170.000 LF | 85.00000 14450.00| 200.00000 34000.00| 250.00000 42500.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0200 639001-001 LUMP | 4851.50000 4851.50| 5000.00000 5000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 476,967.10| $ 537,007.50| $ 550,305.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 DETOUR ITEMS | | | 0205 207001-001 20.000 CY | 40.00000 800.00| 65.00000 1300.00| 100.00000 2000.00 UNCLASSIFIED EXCAVATION | | | 0210 207002-000 75.000 CY | 73.00000 5475.00| 75.00000 5625.00| 100.00000 7500.00 SUBGRADE | | | 0215 207034-000 1.500 SY | 3.50000 5.25| 2.50000 3.75| 100.00000 150.00 FABRIC FOR SEPARATION | | | 0220 211001-000 25.000 CY | 40.00000 1000.00| 75.00000 1875.00| 100.00000 2500.00 UNCLASSIFIED BORROW EXCAVATION | | | 0225 307001-000 370.000 CY | 80.00000 29600.00| 97.00000 35890.00| 85.00000 31450.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0230 307001-000 16.000 CY | 140.00000 2240.00| 110.00000 1760.00| 120.00000 1920.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0235 607001-001 500.000 LF | 0.01000 5.00| 0.01000 5.00| 45.00000 22500.00 TYPE 1 GUARDRAIL, CLASS II | | | 0240 608003-005 200.000 LF | 28.00000 5600.00| 30.74000 6148.00| 20.00000 4000.00 5 FT TEMPORARY FENCE | | | 0245 636005-001 1.000 LS | 82200.00000 82200.00| 131175.00000 131175.00| 56800.00000 56800.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 34-1199322 |( 3 ) 02-0564151 |BILCO CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |ASPHALT CONTRACTORS & SITE WO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 636007-001 300.000 LF | 0.55000 165.00| 0.50000 150.00| 1.00000 300.00 ERADICATION OF PAVEMENT MARKING | | | 0255 636008-001 1800.000 LF | 0.20000 360.00| 0.20000 360.00| 0.23000 414.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0260 636011-001 6600.000 UN | 1.10000 7260.00| 1.00000 6600.00| 1.15000 7590.00 TRAFFIC CONTROL DEVICE | | | 0265 636012-010 2.000 EA | 110.00000 220.00| 100.00000 200.00| 115.00000 230.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0270 636013-001 50.000 EA | 1.10000 55.00| 1.00000 50.00| 1.15000 57.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0275 636014-001 400.000 HR | 40.00000 16000.00| 42.00000 16800.00| 55.00000 22000.00 FLAGGER | | | 0280 636019-001 500.000 LF | 12.00000 6000.00| 10.98000 5490.00| 45.00000 22500.00 TEMPORARY GUARDRAIL BARRIER | | | 0285 636025-001 1080.000 DA | 1.10000 1188.00| 1.00000 1080.00| 1.15000 1242.00 WARNING LIGHTS, TYPE B | | | 0290 639001-001 LUMP | 4850.00000 4850.00| 5000.00000 5000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0295 642004-002 5.300 LB | 110.00000 583.00| 400.00000 2120.00| 460.00000 2438.00 SEED MIXTURE, B | | | 0300 642005-002 0.040 TN | 5500.00000 220.00| 3500.00000 140.00| 4025.00000 161.00 MULCH, WOOD CELLULOSE FIBER | | | 0305 642006-001 0.020 TN | 2750.00000 55.00| 3500.00000 70.00| 4025.00000 80.50 FERTILIZER | | | 0310 642012-001 788.000 LF | 2.00000 1576.00| 4.25000 3349.00| 2.50000 1970.00 SILT FENCE | | | 0315 642031-001 4.000 EA | 110.00000 440.00| 175.00000 700.00| 75.00000 300.00 DITCH CHECK | | | 0320 652001-001 0.050 TN | 165.00000 8.25| 50.00000 2.50| 60.00000 3.00 AGRICULTURAL LIMESTONE | | | 0325 652002-001 0.020 TN | 2750.00000 55.00| 7000.00000 140.00| 8050.00000 161.00 FERTILIZER, 10-20-10 | | | 0330 652003-001 5.000 LB | 110.00000 550.00| 400.00000 2000.00| 460.00000 2300.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0335 652004-002 0.110 TN | 5500.00000 605.00| 1500.00000 165.00| 1725.00000 189.75 WOOD CELLULOSE FIBER MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -6 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 34-1199322 |( 3 ) 02-0564151 |BILCO CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |ASPHALT CONTRACTORS & SITE WO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0340 661013-001 27.000 EA | 46.00000 1242.00| 34.00000 918.00| 48.00000 1296.00 PLASTIC DELINEATOR POST, YELLOW | | | 0345 663001-004 550.000 LF | 0.20000 110.00| 0.20000 110.00| 0.23000 126.50 EDGE LINE, TYPE II ,WHITE | | | 0350 663003-005 550.000 LF | 0.20000 110.00| 0.20000 110.00| 0.23000 126.50 BARRIER LINE, TYPE II | | | 0355 401001-001 CC1 125.000 TN | 160.00000 20000.00| 145.00000 18125.00| 140.00000 17500.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0360 401001-002 CC2 119.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0365 401002-001 DD1 39.000 TN | 160.00000 6240.00| 145.00000 5655.00| 180.00000 7020.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 4 | | | 0370 401002-002 DD2 37.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 4 | | | SECTION TOTALS | $ 194,817.50| $ 253,116.25| $ 231,825.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 901,490.00| $ 985,508.50| $ 997,512.59 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -7 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( ) |( ) |ORDERS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 30000.00000 30000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 47000.00000 47000.00| | MOBILIZATION | | | 0015 207001-001 427.000 CY | 35.00000 14945.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 103.000 CY | 73.00000 7519.00| | SUBGRADE | | | 0025 207034-000 670.000 SY | 4.00000 2680.00| | FABRIC FOR SEPARATION | | | 0030 211001-000 487.000 CY | 12.00000 5844.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 187.000 CY | 96.00000 17952.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0040 502001-012 113.000 SY | 310.00000 35030.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0045 607001-001 300.000 LF | 25.00000 7500.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0050 607006-001 4.000 EA | 1200.00000 4800.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 638002-001 13.000 EA | 66.00000 858.00| | RIGHT OF WAY MARKER | | | 0060 638004-001 1.000 EA | 340.00000 340.00| | OUTLET MARKER | | | 0065 639001-001 LUMP | 3700.00000 3700.00| | CONSTRUCTION LAYOUT STAKE | | | 0070 640003-001 LUMP | 2000.00000 2000.00| | BUILDING EQUIPMENT | | | 0075 640006-001 8.000 MO | 2500.00000 20000.00| | SMALL FIELD OFFICE | | | 0080 642004-002 3.000 LB | 760.00000 2280.00| | SEED MIXTURE, B | | | 0085 642005-002 0.020 TN | 9400.00000 188.00| | MULCH, WOOD CELLULOSE FIBER | | | 0090 642006-001 0.020 TN | 9400.00000 188.00| | FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -8 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( ) |( ) |ORDERS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642012-001 532.000 LF | 3.30000 1755.60| | SILT FENCE | | | 0100 642031-001 4.000 EA | 180.00000 720.00| | DITCH CHECK | | | 0105 642050-001 1.000 EA | 1100.00000 1100.00| | DEWATERING DEVICE | | | 0110 652001-001 0.040 TN | 59.00000 2.36| | AGRICULTURAL LIMESTONE | | | 0115 652002-001 0.020 TN | 5900.00000 118.00| | FERTILIZER, 10-20-10 | | | 0120 652003-001 2.900 LB | 800.00000 2320.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0125 652004-002 0.060 TN | 4100.00000 246.00| | WOOD CELLULOSE FIBER MULCH | | | 0130 665004-001 1.000 EA | 1200.00000 1200.00| | WATER WELL SURVEY | | | 0135 401001-001 AA1 138.000 TN | 150.00000 20700.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0140 401001-002 AA2 132.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0145 401002-001 BB1 56.000 TN | 150.00000 8400.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401002-002 BB2 53.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 239,385.96| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #4743 | | | 0155 203001-000 LUMP | 27000.00000 27000.00| | DISMANTLING STRUCTURE | | | 0160 212001-000 34.000 CY | 260.00000 8840.00| | STRUCTURE EXCAVATION | | | 0165 212005-000 22.000 CY | 200.00000 4400.00| | SELECT MATERIAL FOR BACKFILLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -9 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( ) |( ) |ORDERS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 218006-000 300.000 CY | 89.00000 26700.00| | FOUNDATION PROTECTION | | | 0175 601002-001 36.000 CY | 1400.00000 50400.00| | CLASS B CONCRETE | | | 0180 601003-001 112.000 CY | 1200.00000 134400.00| | CLASS K CONCRETE | | | 0185 602002-001 29566.000 LB | 1.70000 50262.20| | EPOXY COATED REINFORCING STEEL BAR | | | 0190 615001-001 94950.000 LS | 240000.00000 240000.00| | STEEL SUPERSTRUCTURE | | | 0195 616005-003 170.000 LF | 160.00000 27200.00| | HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0200 639001-001 LUMP | 5500.00000 5500.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 574,702.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 DETOUR ITEMS | | | 0205 207001-001 20.000 CY | 70.00000 1400.00| | UNCLASSIFIED EXCAVATION | | | 0210 207002-000 75.000 CY | 110.00000 8250.00| | SUBGRADE | | | 0215 207034-000 1.500 SY | 25.00000 37.50| | FABRIC FOR SEPARATION | | | 0220 211001-000 25.000 CY | 110.00000 2750.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0225 307001-000 370.000 CY | 95.00000 35150.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0230 307001-000 16.000 CY | 130.00000 2080.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0235 607001-001 500.000 LF | 0.01000 5.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0240 608003-005 200.000 LF | 34.00000 6800.00| | 5 FT TEMPORARY FENCE | | | 0245 636005-001 1.000 LS | 110000.00000 110000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -10 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( ) |( ) |ORDERS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 636007-001 300.000 LF | 1.40000 420.00| | ERADICATION OF PAVEMENT MARKING | | | 0255 636008-001 1800.000 LF | 0.44000 792.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0260 636011-001 6600.000 UN | 1.20000 7920.00| | TRAFFIC CONTROL DEVICE | | | 0265 636012-010 2.000 EA | 390.00000 780.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0270 636013-001 50.000 EA | 3.90000 195.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0275 636014-001 400.000 HR | 55.00000 22000.00| | FLAGGER | | | 0280 636019-001 500.000 LF | 12.00000 6000.00| | TEMPORARY GUARDRAIL BARRIER | | | 0285 636025-001 1080.000 DA | 1.70000 1836.00| | WARNING LIGHTS, TYPE B | | | 0290 639001-001 LUMP | 3700.00000 3700.00| | CONSTRUCTION LAYOUT STAKE | | | 0295 642004-002 5.300 LB | 470.00000 2491.00| | SEED MIXTURE, B | | | 0300 642005-002 0.040 TN | 4100.00000 164.00| | MULCH, WOOD CELLULOSE FIBER | | | 0305 642006-001 0.020 TN | 4100.00000 82.00| | FERTILIZER | | | 0310 642012-001 788.000 LF | 3.30000 2600.40| | SILT FENCE | | | 0315 642031-001 4.000 EA | 180.00000 720.00| | DITCH CHECK | | | 0320 652001-001 0.050 TN | 59.00000 2.95| | AGRICULTURAL LIMESTONE | | | 0325 652002-001 0.020 TN | 8200.00000 164.00| | FERTILIZER, 10-20-10 | | | 0330 652003-001 5.000 LB | 470.00000 2350.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0335 652004-002 0.110 TN | 1800.00000 198.00| | WOOD CELLULOSE FIBER MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 018 -11 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9810414 COUNTIES : LOGAN LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( ) |( ) |ORDERS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0340 661013-001 27.000 EA | 38.00000 1026.00| | PLASTIC DELINEATOR POST, YELLOW | | | 0345 663001-004 550.000 LF | 0.44000 242.00| | EDGE LINE, TYPE II ,WHITE | | | 0350 663003-005 550.000 LF | 0.44000 242.00| | BARRIER LINE, TYPE II | | | 0355 401001-001 CC1 125.000 TN | 150.00000 18750.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0360 401001-002 CC2 119.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0365 401002-001 DD1 39.000 TN | 150.00000 5850.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 4 | | | 0370 401002-002 DD2 37.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 4 | | | SECTION TOTALS | $ 244,997.85| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,059,086.01| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 0725710 COUNTIES : MCDOWELL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : HAVACO ROAD PROJECT(S) : S324-0103/00-001.36 00 LOCATION: 0.51 MILE - 0.54 MILE EAST OF JCT. CO 102/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 378,110.00 100.0000% 2 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 441,215.50 116.6897% 3 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 494,869.03 130.8796% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0725710 COUNTIES : MCDOWELL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0743840 |( 3 ) 26-1621615 |BILCO CONSTRUCTION CO., INC. |THAXTON CONSTRUCTION COMPANY |TURMAN CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR AND DRAINAGE INSTALLATION | | | 0005 204001-000 LUMP | 72800.00000 72800.00| 20000.00000 20000.00| 25000.00000 25000.00 MOBILIZATION | | | 0010 207001-001 235.000 CY | 10.00000 2350.00| 60.00000 14100.00| 100.00000 23500.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 155.000 CY | 49.00000 7595.00| 100.00000 15500.00| 80.00000 12400.00 SELECT MATERIAL FOR BACKFILLING GABION | | | STONE | | | 0020 229001-000 0.060 MI | 8000.00000 480.00| 1000.00000 60.00| 25000.00000 1500.00 SHOULDER AND DITCH | | | 0025 408002-001 83.000 GA | 7.00000 581.00| 20.00000 1660.00| 5.50000 456.50 BITUMINOUS MATERIAL | | | 0030 601002-001 6.000 CY | 200.00000 1200.00| 200.00000 1200.00| 500.00000 3000.00 CLASS B CONCRETE | | | 0035 604001-016 30.000 LF | 70.00000 2100.00| 80.00000 2400.00| 140.00000 4200.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0040 605004-001 1.000 EA | 2200.00000 2200.00| 4000.00000 4000.00| 5000.00000 5000.00 TYPE B INLET | | | 0045 607010-020 162.500 LF | 2.00000 325.00| 25.00000 4062.50| 3.25000 528.13 GUARDRAIL REMOVAL | | | 0050 607011-001 162.500 LF | 14.00000 2275.00| 50.00000 8125.00| 12.00000 1950.00 RESET TYPE 1 GUARDRAIL, CLASS I | | | 0055 614001-006 1560.000 LF | 120.00000 187200.00| 140.00000 218400.00| 185.00000 288600.00 HP12X53 STEEL PILE | | | 0060 614003-001 790.000 SF | 12.00000 9480.00| 20.00000 15800.00| 45.00000 35550.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0065 636008-001 648.000 LF | 1.00000 648.00| 1.00000 648.00| 0.55000 356.40 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0070 636011-001 1860.000 UN | 1.50000 2790.00| 2.00000 3720.00| 1.25000 2325.00 TRAFFIC CONTROL DEVICE | | | 0075 636014-001 360.000 HR | 61.00000 21960.00| 45.00000 16200.00| 50.00000 18000.00 FLAGGER | | | 0080 636025-001 60.000 DA | 5.00000 300.00| 3.00000 180.00| 2.65000 159.00 WARNING LIGHTS, TYPE B | | | 0085 642012-001 183.000 LF | 2.00000 366.00| 20.00000 3660.00| 3.00000 549.00 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0725710 COUNTIES : MCDOWELL LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0743840 |( 3 ) 26-1621615 |BILCO CONSTRUCTION CO., INC. |THAXTON CONSTRUCTION COMPANY |TURMAN CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 663001-005 0.060 MI | 6000.00000 360.00| 10000.00000 600.00| 5000.00000 300.00 EDGE LINE, TYPE II WHITE | | | 0095 663003-004 0.060 MI | 6000.00000 360.00| 10000.00000 600.00| 5000.00000 300.00 BARRIER LINE, TYPE II | | | 0100 307005-001 AA1 16.000 TN | 35.00000 560.00| 60.00000 960.00| 90.00000 1440.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0105 307005-002 AA2 14.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0110 401001-001 BB1 185.000 TN | 105.00000 19425.00| 250.00000 46250.00| 120.00000 22200.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0115 401001-002 BB2 157.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0120 401007-001 CC1 89.000 TN | 130.00000 11570.00| 60.00000 5340.00| 145.00000 12905.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0125 401007-002 CC2 76.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0130 402001-001 DD1 231.000 TN | 135.00000 31185.00| 250.00000 57750.00| 150.00000 34650.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0135 402001-002 DD2 196.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 378,110.00| $ 441,215.50| $ 494,869.03 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 378,110.00| $ 441,215.50| $ 494,869.03 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 0627707 COUNTIES : RALEIGH LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : EUNICE ROAD SLIP PROJECT(S) : S341-0003/00-002.70 00 LOCATION: 1.63 MILES - 1.60 MILES SOUTH OF JCT. CO 3/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 342,650.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 345,627.00 100.8688% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0627707 COUNTIES : RALEIGH LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0743840 |( 2 ) 62-1345425 |( ) |THAXTON CONSTRUCTION COMPANY |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR AND RESURFACING | | | 0005 201001-000 1.000 LS | 20000.00000 20000.00| 41600.00000 41600.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 60000.00000 60000.00| 75000.00000 75000.00| MOBILIZATION | | | 0015 207001-001 205.000 CY | 100.00000 20500.00| 15.00000 3075.00| UNCLASSIFIED EXCAVATION | | | 0020 212005-000 47.000 CY | 100.00000 4700.00| 61.00000 2867.00| SELECT MATERIAL FOR BACKFILLING | | | 0025 229001-000 0.030 MI | 1500.00000 45.00| 6000.00000 180.00| SHOULDER AND DITCH | | | 0030 240001-000 33.000 LF | 80.00000 2640.00| 10.00000 330.00| CLEAN CULVERT | | | 0035 408002-001 15.000 GA | 20.00000 300.00| 15.00000 225.00| BITUMINOUS MATERIAL | | | 0040 607010-020 150.000 LF | 40.00000 6000.00| 3.00000 450.00| GUARDRAIL REMOVAL | | | 0045 607011-001 150.000 LF | 40.00000 6000.00| 13.00000 1950.00| RESET TYPE 1 GUARDRAIL, CLASS I | | | 0050 614001-004 1188.000 LF | 140.00000 166320.00| 142.00000 168696.00| HP10X57 STEEL PILE | | | 0055 614003-001 410.000 SF | 20.00000 8200.00| 24.50000 10045.00| CONCRETE LAGGING, THICKNESS 6 INCH | | | 0060 636008-001 600.000 LF | 1.50000 900.00| 1.25000 750.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0065 636011-001 1315.000 UN | 3.00000 3945.00| 1.00000 1315.00| TRAFFIC CONTROL DEVICE | | | 0070 636014-001 320.000 HR | 45.00000 14400.00| 59.50000 19040.00| FLAGGER | | | 0075 636025-001 32.000 DA | 3.00000 96.00| 6.00000 192.00| WARNING LIGHTS, TYPE B | | | 0080 642004-003 3.500 LB | 1000.00000 3500.00| 90.00000 315.00| SEED MIXTURE, D | | | 0085 642005-002 0.100 TN | 4000.00000 400.00| 6000.00000 600.00| MULCH, WOOD CELLULOSE FIBER | | | 0090 642006-001 0.100 TN | 1000.00000 100.00| 1000.00000 100.00| FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0627707 COUNTIES : RALEIGH LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0743840 |( 2 ) 62-1345425 |( ) |THAXTON CONSTRUCTION COMPANY |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642015-001 200.000 LF | 20.00000 4000.00| 6.00000 1200.00| SUPER SILT FENCE | | | 0100 663001-005 0.060 MI | 200.00000 12.00| 6000.00000 360.00| EDGE LINE, TYPE II WHITE | | | 0105 663003-004 0.060 MI | 200.00000 12.00| 6000.00000 360.00| BARRIER LINE, TYPE II | | | 0110 307005-001 AA1 27.000 TN | 60.00000 1620.00| 31.00000 837.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0115 307005-002 AA2 23.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | 0120 401001-001 BB1 30.000 TN | 250.00000 7500.00| 190.00000 5700.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0125 401001-002 BB2 29.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0130 401007-001 CC1 16.000 TN | 60.00000 960.00| 180.00000 2880.00| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0135 401007-002 CC2 15.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0140 402001-001 DD1 42.000 TN | 250.00000 10500.00| 180.00000 7560.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0145 402001-002 DD2 40.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 342,650.00| $ 345,627.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 342,650.00| $ 345,627.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 0634713R1 COUNTIES : JACKSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PARRISH HILL BRIDGE PROJECT(S) : S318-0005/18-000.00 00 LOCATION: /LITTLE MILL CREEK, @ US 33 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,021,970.00 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,056,430.44 103.3720% 3 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 1,152,856.71 112.8073% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,175,810.40 115.0533% 5 34-1199322 VELOTTA COMPANY, THE $ 1,197,394.90 117.1654% 6 02-0564151 ASPHALT CONTRACTORS & SITE WORK INC $ 1,210,733.80 118.4706% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0634713R1 COUNTIES : JACKSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 55-0731306 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |C.L. BELT CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT X032 | | | 0005 203001-000 LUMP | 25600.00000 25600.00| 19600.00000 19600.00| 25175.00000 25175.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP | 36500.00000 36500.00| 50000.00000 50000.00| 28575.00000 28575.00 MOBILIZATION | | | 0015 207001-001 1036.000 CY | 30.00000 31080.00| 18.00000 18648.00| 10.00000 10360.00 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 250.000 SY | 1.40000 350.00| 2.75000 687.50| 3.45000 862.50 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 1200.000 SY | 1.40000 1680.00| 2.50000 3000.00| 1.65000 1980.00 FABRIC FOR SEPARATION | | | 0030 211001-000 630.000 CY | 30.00000 18900.00| 30.00000 18900.00| 18.35000 11560.50 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 24.000 CY | 125.00000 3000.00| 125.00000 3000.00| 143.00000 3432.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 250.000 CY | 81.00000 20250.00| 30.00000 7500.00| 87.40000 21850.00 FOUNDATION PROTECTION | | | 0045 601002-001 46.000 CY | 845.00000 38870.00| 737.89000 33942.94| 686.00000 31556.00 CLASS B CONCRETE | | | 0050 602002-001 7300.000 LB | 1.90000 13870.00| 1.75000 12775.00| 2.20000 16060.00 EPOXY COATED REINFORCING STEEL BAR | | | 0055 607001-001 530.000 LF | 29.00000 15370.00| 20.00000 10600.00| 42.00000 22260.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0060 615002-002 LUMP | 620000.00000 620000.00| 693000.00000 693000.00| 772500.00000 772500.00 PREFABRICATED STEEL BRIDGE | | | SUPERSTRUCTURE | | | 0065 616005-009 132.000 LF | 125.00000 16500.00| 150.00000 19800.00| 287.00000 37884.00 HP12X84 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0067 616004-009 570.000 LF | 69.00000 39330.00| 65.00000 37050.00| 87.50000 49875.00 HP12X84 STEEL BEARING PILE, DRIVEN | | | 0070 636001-001 LUMP | 10800.00000 10800.00| 9000.00000 9000.00| 8890.00000 8890.00 TRAFFIC CONTROL | | | 0075 638002-001 4.000 EA | 51.00000 204.00| 60.00000 240.00| 59.00000 236.00 RIGHT OF WAY MARKER | | | 0080 638004-001 1.000 EA | 180.00000 180.00| 225.00000 225.00| 318.00000 318.00 OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0634713R1 COUNTIES : JACKSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 55-0731306 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |C.L. BELT CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 639001-001 LUMP | 4850.00000 4850.00| 5000.00000 5000.00| 6350.00000 6350.00 CONSTRUCTION LAYOUT STAKE | | | 0090 640004-001 LUMP | 2920.00000 2920.00| 4000.00000 4000.00| 0.01000 0.01 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0095 640005-001 6.000 MO | 990.00000 5940.00| 1000.00000 6000.00| 952.00000 5712.00 MINIMAL FIELD OFFICE | | | 0100 642004-001 30.000 LB | 11.00000 330.00| 1.00000 30.00| 4.25000 127.50 SEED MIXTURE, TEMPORARY | | | 0105 642004-004 232.000 LB | 13.00000 3016.00| 6.00000 1392.00| 4.10000 951.20 SEED MIXTURE, L | | | 0110 642005-001 4.000 TN | 715.00000 2860.00| 600.00000 2400.00| 318.00000 1272.00 MULCH, STRAW OR HAY | | | 0115 642006-001 2.000 TN | 550.00000 1100.00| 800.00000 1600.00| 635.00000 1270.00 FERTILIZER | | | 0120 642012-001 800.000 LF | 2.50000 2000.00| 2.00000 1600.00| 1.80000 1440.00 SILT FENCE | | | 0125 642031-001 4.000 EA | 105.00000 420.00| 125.00000 500.00| 80.00000 320.00 DITCH CHECK | | | 0130 307005-001 AA1 710.000 TN | 55.00000 39050.00| 44.00000 31240.00| 40.00000 28400.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0135 307005-002 AA2 678.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0140 307005-001 BB1 110.000 TN | 55.00000 6050.00| 50.00000 5500.00| 37.00000 4070.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0145 307005-002 BB2 105.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0150 401001-001 CC1 190.000 TN | 155.00000 29450.00| 160.00000 30400.00| 161.00000 30590.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0155 401001-002 CC2 182.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0160 401002-001 DD1 180.000 TN | 175.00000 31500.00| 160.00000 28800.00| 161.00000 28980.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0165 401002-002 DD2 172.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,021,970.00| $ 1,056,430.44| $ 1,152,856.71 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,021,970.00| $ 1,056,430.44| $ 1,152,856.71 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0634713R1 COUNTIES : JACKSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 34-1199322 |( 6 ) 02-0564151 |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE |ASPHALT CONTRACTORS & SITE WO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT X032 | | | 0005 203001-000 LUMP | 20000.00000 20000.00| 40000.00000 40000.00| 60000.00000 60000.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP | 32000.00000 32000.00| 35000.00000 35000.00| 50000.00000 50000.00 MOBILIZATION | | | 0015 207001-001 1036.000 CY | 28.00000 29008.00| 25.25000 26159.00| 18.00000 18648.00 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 250.000 SY | 1.70000 425.00| 2.50000 625.00| 2.50000 625.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 1200.000 SY | 1.70000 2040.00| 2.50000 3000.00| 2.50000 3000.00 FABRIC FOR SEPARATION | | | 0030 211001-000 630.000 CY | 35.00000 22050.00| 28.85000 18175.50| 22.00000 13860.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 24.000 CY | 170.00000 4080.00| 150.00000 3600.00| 100.00000 2400.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 250.000 CY | 88.00000 22000.00| 85.00000 21250.00| 80.00000 20000.00 FOUNDATION PROTECTION | | | 0045 601002-001 46.000 CY | 1300.00000 59800.00| 810.00000 37260.00| 400.00000 18400.00 CLASS B CONCRETE | | | 0050 602002-001 7300.000 LB | 2.20000 16060.00| 2.40000 17520.00| 1.70000 12410.00 EPOXY COATED REINFORCING STEEL BAR | | | 0055 607001-001 530.000 LF | 25.00000 13250.00| 27.38000 14511.40| 37.00000 19610.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0060 615002-002 LUMP | 720000.00000 720000.00| 773600.00000 773600.00| 720000.00000 720000.00 PREFABRICATED STEEL BRIDGE | | | SUPERSTRUCTURE | | | 0065 616005-009 132.000 LF | 400.00000 52800.00| 200.00000 26400.00| 250.00000 33000.00 HP12X84 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0067 616004-009 570.000 LF | 77.00000 43890.00| 115.00000 65550.00| 200.00000 114000.00 HP12X84 STEEL BEARING PILE, DRIVEN | | | 0070 636001-001 LUMP | 8900.00000 8900.00| 8557.00000 8557.00| 9585.00000 9585.00 TRAFFIC CONTROL | | | 0075 638002-001 4.000 EA | 130.00000 520.00| 150.00000 600.00| 100.00000 400.00 RIGHT OF WAY MARKER | | | 0080 638004-001 1.000 EA | 390.00000 390.00| 200.00000 200.00| 500.00000 500.00 OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0634713R1 COUNTIES : JACKSON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 34-1199322 |( 6 ) 02-0564151 |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE |ASPHALT CONTRACTORS & SITE WO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 639001-001 LUMP | 6300.00000 6300.00| 4000.00000 4000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0090 640004-001 LUMP | 3400.00000 3400.00| 1500.00000 1500.00| 3000.00000 3000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0095 640005-001 6.000 MO | 1500.00000 9000.00| 1400.00000 8400.00| 2000.00000 12000.00 MINIMAL FIELD OFFICE | | | 0100 642004-001 30.000 LB | 1.10000 33.00| 1.00000 30.00| 1.20000 36.00 SEED MIXTURE, TEMPORARY | | | 0105 642004-004 232.000 LB | 6.70000 1554.40| 6.00000 1392.00| 6.40000 1484.80 SEED MIXTURE, L | | | 0110 642005-001 4.000 TN | 670.00000 2680.00| 600.00000 2400.00| 672.00000 2688.00 MULCH, STRAW OR HAY | | | 0115 642006-001 2.000 TN | 890.00000 1780.00| 800.00000 1600.00| 896.00000 1792.00 FERTILIZER | | | 0120 642012-001 800.000 LF | 4.20000 3360.00| 3.25000 2600.00| 2.50000 2000.00 SILT FENCE | | | 0125 642031-001 4.000 EA | 180.00000 720.00| 100.00000 400.00| 75.00000 300.00 DITCH CHECK | | | 0130 307005-001 AA1 710.000 TN | 42.00000 29820.00| 41.50000 29465.00| 29.50000 20945.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0135 307005-002 AA2 678.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0140 307005-001 BB1 110.000 TN | 65.00000 7150.00| 50.00000 5500.00| 35.00000 3850.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0145 307005-002 BB2 105.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0150 401001-001 CC1 190.000 TN | 160.00000 30400.00| 130.00000 24700.00| 120.00000 22800.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0155 401001-002 CC2 182.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0160 401002-001 DD1 180.000 TN | 180.00000 32400.00| 130.00000 23400.00| 130.00000 23400.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0165 401002-002 DD2 172.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,175,810.40| $ 1,197,394.90| $ 1,210,733.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,175,810.40| $ 1,197,394.90| $ 1,210,733.80 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 0519315R1 COUNTIES : BRAXTON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : CORLEY BRIDGE PROJECT(S) : S304-0022/00-003.29 00 LOCATION: 0.19 MILES N OF CR 22/6 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 580,253.90 100.0000% 2 55-0663428 MEADOWS STONE & PAVING, INC. $ 598,063.30 103.0692% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 598,440.00 103.1342% 4 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 643,979.79 110.9824% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 745,459.50 128.4713% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0519315R1 COUNTIES : BRAXTON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0731306 |( 2 ) 55-0663428 |( 3 ) 62-1345425 |C.L. BELT CONSTRUCTION, INC. |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 5095.00000 5095.00| 17000.00000 17000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 12101.00000 12101.00| 5000.00000 5000.00| 25000.00000 25000.00 MOBILIZATION | | | 0015 207001-001 860.000 CY | 10.40000 8944.00| 12.00000 10320.00| 19.00000 16340.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 209.000 CY | 93.00000 19437.00| 50.00000 10450.00| 65.00000 13585.00 SUBGRADE | | | 0025 207033-000 485.000 SY | 1.85000 897.25| 2.50000 1212.50| 1.50000 727.50 FABRIC FOR SUBGRADE STABILIZATION | | | 0030 207034-000 1533.000 SY | 1.95000 2989.35| 2.00000 3066.00| 1.50000 2299.50 FABRIC FOR SEPARATION | | | 0035 211001-000 675.000 CY | 19.20000 12960.00| 21.25000 14343.75| 23.00000 15525.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 270.000 CY | 49.60000 13392.00| 54.00000 14580.00| 54.00000 14580.00 ROCK BORROW EXCAVATION | | | 0045 604001-016 45.000 LF | 103.70000 4666.50| 92.00000 4140.00| 69.00000 3105.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 607001-001 232.000 LF | 30.58000 7094.56| 26.00000 6032.00| 26.00000 6032.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0055 636005-001 1.000 LS | 24185.00000 24185.00| 63000.00000 63000.00| 52600.00000 52600.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0060 636011-001 2950.000 UN | 1.50000 4425.00| 1.15000 3392.50| 1.20000 3540.00 TRAFFIC CONTROL DEVICE | | | 0065 636012-010 1.000 EA | 600.00000 600.00| 100.00000 100.00| 390.00000 390.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0070 636013-001 56.000 EA | 6.00000 336.00| 5.00000 280.00| 6.50000 364.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0075 636014-001 360.000 HR | 53.33000 19198.80| 50.00000 18000.00| 45.00000 16200.00 FLAGGER | | | 0080 636025-001 2100.000 DA | 1.50000 3150.00| 1.75000 3675.00| 1.50000 3150.00 WARNING LIGHTS, TYPE B | | | 0085 637001-001 60.000 MG | 6.36000 381.60| 10.00000 600.00| 19.00000 1140.00 WATER FOR DUST PALLIATIVE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0519315R1 COUNTIES : BRAXTON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0731306 |( 2 ) 55-0663428 |( 3 ) 62-1345425 |C.L. BELT CONSTRUCTION, INC. |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 638002-001 10.000 EA | 38.22000 382.20| 75.00000 750.00| 30.00000 300.00 RIGHT OF WAY MARKER | | | 0095 638004-001 1.000 EA | 255.00000 255.00| 250.00000 250.00| 185.00000 185.00 OUTLET MARKER | | | 0100 639001-001 LUMP | 3821.00000 3821.00| 5000.00000 5000.00| 3230.00000 3230.00 CONSTRUCTION LAYOUT STAKE | | | 0105 640003-001 LUMP | 892.00000 892.00| 3000.00000 3000.00| 915.00000 915.00 BUILDING EQUIPMENT | | | 0110 640004-001 LUMP | 1275.00000 1275.00| 3000.00000 3000.00| 3050.00000 3050.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0115 640006-001 10.000 MO | 892.00000 8920.00| 800.00000 8000.00| 1090.00000 10900.00 SMALL FIELD OFFICE | | | 0120 642004-002 20.000 LB | 64.00000 1280.00| 100.00000 2000.00| 8.00000 160.00 SEED MIXTURE, B | | | 0125 642005-001 1.000 TN | 636.00000 636.00| 850.00000 850.00| 675.00000 675.00 MULCH, STRAW OR HAY | | | 0130 642006-001 0.200 TN | 300.00000 60.00| 750.00000 150.00| 1850.00000 370.00 FERTILIZER | | | 0135 642010-001 0.500 TN | 32.00000 16.00| 50.00000 25.00| 505.00000 252.50 AGRICULTURAL LIMESTONE | | | 0140 642012-001 350.000 LF | 2.20000 770.00| 3.00000 1050.00| 2.00000 700.00 SILT FENCE | | | 0145 642031-001 10.000 EA | 64.00000 640.00| 75.00000 750.00| 110.00000 1100.00 DITCH CHECK | | | 0150 652001-001 0.400 TN | 31.85000 12.74| 50.00000 20.00| 505.00000 202.00 AGRICULTURAL LIMESTONE | | | 0155 652002-001 0.200 TN | 765.00000 153.00| 750.00000 150.00| 1850.00000 370.00 FERTILIZER, 10-20-10 | | | 0160 652002-002 0.200 TN | 765.00000 153.00| 850.00000 170.00| 2090.00000 418.00 FERTILIZER, UREA FORMALDEHYDE | | | 0165 652003-001 21.000 LB | 64.00000 1344.00| 100.00000 2100.00| 8.00000 168.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0170 652004-001 1.000 TN | 637.00000 637.00| 800.00000 800.00| 985.00000 985.00 STRAW OR HAY MULCH | | | 0175 307005-001 AA1 875.000 TN | 35.00000 30625.00| 24.00000 21000.00| 31.00000 27125.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0180 307005-002 AA2 835.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0519315R1 COUNTIES : BRAXTON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0731306 |( 2 ) 55-0663428 |( 3 ) 62-1345425 |C.L. BELT CONSTRUCTION, INC. |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-001 BB1 236.000 TN | 105.00000 24780.00| 80.00000 18880.00| 120.00000 28320.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0190 401001-002 BB2 225.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0195 401002-001 CC1 105.000 TN | 110.00000 11550.00| 95.00000 9975.00| 130.00000 13650.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0200 401002-002 CC2 99.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0205 636002-001 DD1 217.000 TN | 30.16000 6544.72| 24.00000 5208.00| 27.00000 5859.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0210 636002-002 DD2 208.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 234,599.72| $ 258,319.75| $ 288,512.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0215 203001-000 LUMP | 17813.00000 17813.00| 29000.00000 29000.00| 14000.00000 14000.00 DISMANTLING STRUCTURE | | | 0220 212001-000 147.000 CY | 8.70000 1278.90| 20.00000 2940.00| 45.00000 6615.00 STRUCTURE EXCAVATION | | | 0225 212005-000 46.000 CY | 139.00000 6394.00| 90.00000 4140.00| 125.00000 5750.00 SELECT MATERIAL FOR BACKFILLING | | | 0230 218006-000 355.000 CY | 65.00000 23075.00| 54.00000 19170.00| 55.00000 19525.00 FOUNDATION PROTECTION | | | 0235 601002-001 54.000 CY | 570.00000 30780.00| 641.00000 34614.00| 750.00000 40500.00 CLASS B CONCRETE | | | 0240 602002-001 5794.000 LB | 2.12000 12283.28| 1.95000 11298.30| 2.20000 12746.80 EPOXY COATED REINFORCING STEEL BAR | | | 0245 603016-030 652.000 LF | 295.00000 192340.00| 256.25000 167075.00| 265.00000 172780.00 39X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0250 616005-007 385.000 LF | 147.00000 56595.00| 166.25000 64006.25| 92.00000 35420.00 HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0519315R1 COUNTIES : BRAXTON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0731306 |( 2 ) 55-0663428 |( 3 ) 62-1345425 |C.L. BELT CONSTRUCTION, INC. |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 639001-001 LUMP | 5095.00000 5095.00| 7500.00000 7500.00| 2590.70000 2590.70 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 345,654.18| $ 339,743.55| $ 309,927.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 580,253.90| $ 598,063.30| $ 598,440.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 022 -6 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0519315R1 COUNTIES : BRAXTON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0778477 |( 5 ) 55-0710073 |( ) |HOKE BROTHERS CONTRACTING, I |TEAYS RIVER CONSTRUCTION COM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 12000.00000 12000.00| 34600.00000 34600.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 28000.00000 28000.00| 35000.00000 35000.00| MOBILIZATION | | | 0015 207001-001 860.000 CY | 10.00000 8600.00| 22.00000 18920.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 209.000 CY | 60.00000 12540.00| 65.00000 13585.00| SUBGRADE | | | 0025 207033-000 485.000 SY | 0.01000 4.85| 3.00000 1455.00| FABRIC FOR SUBGRADE STABILIZATION | | | 0030 207034-000 1533.000 SY | 2.00000 3066.00| 2.50000 3832.50| FABRIC FOR SEPARATION | | | 0035 211001-000 675.000 CY | 4.00000 2700.00| 28.00000 18900.00| UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 270.000 CY | 45.00000 12150.00| 55.00000 14850.00| ROCK BORROW EXCAVATION | | | 0045 604001-016 45.000 LF | 100.00000 4500.00| 50.00000 2250.00| 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 607001-001 232.000 LF | 28.00000 6496.00| 30.00000 6960.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0055 636005-001 1.000 LS | 50000.00000 50000.00| 105000.00000 105000.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0060 636011-001 2950.000 UN | 2.00000 5900.00| 1.50000 4425.00| TRAFFIC CONTROL DEVICE | | | 0065 636012-010 1.000 EA | 0.01000 0.01| 350.00000 350.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0070 636013-001 56.000 EA | 0.01000 0.56| 1.00000 56.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0075 636014-001 360.000 HR | 0.01000 3.60| 50.00000 18000.00| FLAGGER | | | 0080 636025-001 2100.000 DA | 0.01000 21.00| 1.25000 2625.00| WARNING LIGHTS, TYPE B | | | 0085 637001-001 60.000 MG | 0.01000 0.60| 25.00000 1500.00| WATER FOR DUST PALLIATIVE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 022 -7 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0519315R1 COUNTIES : BRAXTON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0778477 |( 5 ) 55-0710073 |( ) |HOKE BROTHERS CONTRACTING, I |TEAYS RIVER CONSTRUCTION COM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 638002-001 10.000 EA | 100.00000 1000.00| 60.00000 600.00| RIGHT OF WAY MARKER | | | 0095 638004-001 1.000 EA | 150.00000 150.00| 250.00000 250.00| OUTLET MARKER | | | 0100 639001-001 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0105 640003-001 LUMP | 3000.00000 3000.00| 600.00000 600.00| BUILDING EQUIPMENT | | | 0110 640004-001 LUMP | 3000.00000 3000.00| 4000.00000 4000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 0115 640006-001 10.000 MO | 100.00000 1000.00| 1000.00000 10000.00| SMALL FIELD OFFICE | | | 0120 642004-002 20.000 LB | 400.00000 8000.00| 100.00000 2000.00| SEED MIXTURE, B | | | 0125 642005-001 1.000 TN | 0.01000 0.01| 850.00000 850.00| MULCH, STRAW OR HAY | | | 0130 642006-001 0.200 TN | 0.10000 0.02| 750.00000 150.00| FERTILIZER | | | 0135 642010-001 0.500 TN | 0.10000 0.05| 50.00000 25.00| AGRICULTURAL LIMESTONE | | | 0140 642012-001 350.000 LF | 8.00000 2800.00| 2.00000 700.00| SILT FENCE | | | 0145 642031-001 10.000 EA | 25.00000 250.00| 125.00000 1250.00| DITCH CHECK | | | 0150 652001-001 0.400 TN | 0.10000 0.04| 50.00000 20.00| AGRICULTURAL LIMESTONE | | | 0155 652002-001 0.200 TN | 0.10000 0.02| 750.00000 150.00| FERTILIZER, 10-20-10 | | | 0160 652002-002 0.200 TN | 0.10000 0.02| 850.00000 170.00| FERTILIZER, UREA FORMALDEHYDE | | | 0165 652003-001 21.000 LB | 400.00000 8400.00| 100.00000 2100.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0170 652004-001 1.000 TN | 0.01000 0.01| 800.00000 800.00| STRAW OR HAY MULCH | | | 0175 307005-001 AA1 875.000 TN | 32.00000 28000.00| 40.00000 35000.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0180 307005-002 AA2 835.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 022 -8 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0519315R1 COUNTIES : BRAXTON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0778477 |( 5 ) 55-0710073 |( ) |HOKE BROTHERS CONTRACTING, I |TEAYS RIVER CONSTRUCTION COM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-001 BB1 236.000 TN | 125.00000 29500.00| 125.00000 29500.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0190 401001-002 BB2 225.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0195 401002-001 CC1 105.000 TN | 135.00000 14175.00| 145.00000 15225.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0200 401002-002 CC2 99.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0205 636002-001 DD1 217.000 TN | 32.00000 6944.00| 33.00000 7161.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0210 636002-002 DD2 208.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 257,201.79| $ 397,859.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0215 203001-000 LUMP | 60000.00000 60000.00| 25000.00000 25000.00| DISMANTLING STRUCTURE | | | 0220 212001-000 147.000 CY | 30.00000 4410.00| 1.00000 147.00| STRUCTURE EXCAVATION | | | 0225 212005-000 46.000 CY | 100.00000 4600.00| 90.00000 4140.00| SELECT MATERIAL FOR BACKFILLING | | | 0230 218006-000 355.000 CY | 60.00000 21300.00| 45.00000 15975.00| FOUNDATION PROTECTION | | | 0235 601002-001 54.000 CY | 700.00000 37800.00| 600.00000 32400.00| CLASS B CONCRETE | | | 0240 602002-001 5794.000 LB | 2.00000 11588.00| 2.00000 11588.00| EPOXY COATED REINFORCING STEEL BAR | | | 0245 603016-030 652.000 LF | 265.00000 172780.00| 300.00000 195600.00| 39X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0250 616005-007 385.000 LF | 180.00000 69300.00| 150.00000 57750.00| HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 022 -9 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0519315R1 COUNTIES : BRAXTON LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0778477 |( 5 ) 55-0710073 |( ) |HOKE BROTHERS CONTRACTING, I |TEAYS RIVER CONSTRUCTION COM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 639001-001 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 386,778.00| $ 347,600.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 643,979.79| $ 745,459.50| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : ROMNEY BRIDGE PROJECT(S) : S314-0050/00-007.22 00 00BR 0050 177 D00 LOCATION: / S BRANCH POTOMAC RIVER, 0.10 MI W CO 8 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 10,100,669.32 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 10,323,480.00 102.2059% 3 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 10,344,132.00 102.4104% 4 55-0345840 VECELLIO & GROGAN, INC. $ 10,858,861.95 107.5064% 5 55-0609442 MEC CONSTRUCTION, INC. $ 11,059,950.42 109.4972% 6 62-1345425 BILCO CONSTRUCTION CO., INC. $ 11,790,000.00 116.7249% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |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 | 80000.00000 80000.00| 163957.10000 163957.10| 100000.00000 100000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 15000.00000 15000.00| 12403.37000 12403.37| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 10/1 | | | 0015 202001-000 1.000 LS | 15000.00000 15000.00| 6180.33000 6180.33| 8500.00000 8500.00 BUILDING DEMOLITION NUMBER, 10/2 | | | 0020 202001-000 1.000 LS | 15000.00000 15000.00| 7454.25000 7454.25| 8500.00000 8500.00 BUILDING DEMOLITION NUMBER, 10/3 | | | 0025 202001-000 1.000 LS | 15000.00000 15000.00| 860.04000 860.04| 2500.00000 2500.00 BUILDING DEMOLITION NUMBER, 10/4 | | | 0030 202003-000 LUMP | 1300.00000 1300.00| 2480.18000 2480.18| 3500.00000 3500.00 SEPTIC TANK ABANDONMENT NUMBER, 6/1 | | | 0035 204001-000 LUMP | 420000.00000 420000.00| 520000.00000 520000.00| 500000.00000 500000.00 MOBILIZATION | | | 0040 207001-001 8289.000 CY | 12.00000 99468.00| 12.50000 103612.50| 12.00000 99468.00 UNCLASSIFIED EXCAVATION | | | 0045 207002-000 2504.000 CY | 49.00000 122696.00| 56.00000 140224.00| 35.00000 87640.00 SUBGRADE | | | 0050 207034-000 15635.000 SY | 1.70000 26579.50| 1.65000 25797.75| 3.00000 46905.00 FABRIC FOR SEPARATION | | | 0055 211001-000 113376.000 CY | 9.50000 1077072.00| 8.50000 963696.00| 10.00000 1133760.00 UNCLASSIFIED BORROW EXCAVATION | | | 0060 211008-000 3762.000 TN | 53.00000 199386.00| 10.00000 37620.00| 22.00000 82764.00 ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0065 307001-000 263.000 CY | 59.00000 15517.00| 42.00000 11046.00| 35.00000 9205.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0070 307001-000 525.000 CY | 51.00000 26775.00| 41.30000 21682.50| 50.00000 26250.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0075 307001-000 459.000 CY | 51.00000 23409.00| 42.00000 19278.00| 40.00000 18360.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0080 311006-001 1383.000 CY | 87.00000 120321.00| 101.60000 140512.80| 80.00000 110640.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0085 408002-001 121.000 GA | 2.70000 326.70| 2.50000 302.50| 3.00000 363.00 BITUMINOUS MATERIAL | | | 0090 502001-012 200.000 SY | 230.00000 46000.00| 220.00000 44000.00| 200.00000 40000.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 601002-001 4.400 CY | 1700.00000 7480.00| 1780.00000 7832.00| 1500.00000 6600.00 CLASS B CONCRETE | | | 0100 604072-116 2.000 EA | 580.00000 1160.00| 730.00000 1460.00| 1000.00000 2000.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0105 604076-016 49.000 LF | 94.00000 4606.00| 91.00000 4459.00| 80.00000 3920.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0110 604076-020 22.000 LF | 210.00000 4620.00| 97.00000 2134.00| 275.00000 6050.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0115 605009-001 1.000 EA | 1800.00000 1800.00| 2300.00000 2300.00| 2000.00000 2000.00 TYPE G INLET | | | 0120 606029-001 2401.000 LF | 16.00000 38416.00| 12.00000 28812.00| 15.00000 36015.00 FREE DRAINING BASE TRENCH | | | 0125 606030-001 108.000 LF | 87.00000 9396.00| 35.00000 3780.00| 20.00000 2160.00 OUTLET PIPE, 6 INCH | | | 0130 607001-001 2332.000 LF | 18.00000 41976.00| 16.75000 39061.00| 17.00000 39644.00 TYPE 1 GUARDRAIL, CLASS I | | | 0135 607001-001 781.000 LF | 14.00000 10934.00| 13.70000 10699.70| 15.00000 11715.00 TYPE 1 GUARDRAIL, CLASS II | | | 0140 607001-001 66.000 LF | 14.00000 924.00| 13.40000 884.40| 14.00000 924.00 TYPE 1 GUARDRAIL, CLASS III | | | 0145 607006-001 4.000 EA | 1200.00000 4800.00| 1100.00000 4400.00| 1100.00000 4400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0150 607065-001 4.000 EA | 1600.00000 6400.00| 1500.00000 6000.00| 1500.00000 6000.00 FLARED END TERMINAL | | | 0155 633003-001 16.400 CY | 180.00000 2952.00| 70.00000 1148.00| 100.00000 1640.00 DUMPED ROCK GUTTER | | | 0160 636007-001 13430.000 LF | 0.69000 9266.70| 0.65000 8729.50| 1.00000 13430.00 ERADICATION OF PAVEMENT MARKING | | | 0165 636009-001 6043.000 LF | 1.10000 6647.30| 1.05000 6345.15| 1.00000 6043.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0170 636011-001 13350.000 UN | 1.10000 14685.00| 1.00000 13350.00| 1.00000 13350.00 TRAFFIC CONTROL DEVICE | | | 0175 636012-010 2.000 EA | 370.00000 740.00| 500.00000 1000.00| 500.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 636013-001 235.000 EA | 5.30000 1245.50| 3.00000 705.00| 5.00000 1175.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0185 636014-001 1600.000 HR | 57.00000 91200.00| 55.00000 88000.00| 40.00000 64000.00 FLAGGER | | | 0190 636017-001 838.000 LF | 32.00000 26816.00| 30.00000 25140.00| 35.00000 29330.00 TEMPORARY CONCRETE BARRIER | | | 0195 636018-001 838.000 LF | 5.30000 4441.40| 2.50000 2095.00| 5.00000 4190.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0200 636019-001 339.000 LF | 15.00000 5085.00| 13.75000 4661.25| 15.00000 5085.00 TEMPORARY GUARDRAIL BARRIER | | | 0205 636023-001 1.000 LS | 14000.00000 14000.00| 66727.53000 66727.53| 65000.00000 65000.00 TEMPORARY TRAFFIC SIGNAL | | | 0210 636025-001 1600.000 DA | 1.30000 2080.00| 1.25000 2000.00| 1.25000 2000.00 WARNING LIGHTS, TYPE B | | | 0215 638002-001 37.000 EA | 66.00000 2442.00| 45.00000 1665.00| 100.00000 3700.00 RIGHT OF WAY MARKER | | | 0220 639001-001 LUMP | 51000.00000 51000.00| 70000.00000 70000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0225 640001-001 12.000 MO | 2500.00000 30000.00| 2400.00000 28800.00| 3200.00000 38400.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0230 640003-001 LUMP | 1700.00000 1700.00| 1350.00000 1350.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0235 642001-001 1640.000 LF | 2.30000 3772.00| 1.25000 2050.00| 3.00000 4920.00 TEMPORARY BERM | | | 0240 642002-001 274.000 LF | 14.00000 3836.00| 25.00000 6850.00| 50.00000 13700.00 SLOPE DRAIN | | | 0245 642004-001 304.000 LB | 0.11000 33.44| 1.50000 456.00| 6.00000 1824.00 SEED MIXTURE, TEMPORARY | | | 0250 642005-001 3.800 TN | 370.00000 1406.00| 327.00000 1242.60| 1000.00000 3800.00 MULCH, STRAW OR HAY | | | 0255 642006-001 2.000 TN | 950.00000 1900.00| 1000.00000 2000.00| 1000.00000 2000.00 FERTILIZER | | | 0260 642010-001 7.600 TN | 21.00000 159.60| 125.00000 950.00| 25.00000 190.00 AGRICULTURAL LIMESTONE | | | 0265 642012-001 8627.000 LF | 3.00000 25881.00| 3.00000 25881.00| 3.00000 25881.00 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 642031-001 15.000 EA | 180.00000 2700.00| 120.00000 1800.00| 150.00000 2250.00 DITCH CHECK | | | 0275 652001-001 7.300 TN | 21.00000 153.30| 125.00000 912.50| 25.00000 182.50 AGRICULTURAL LIMESTONE | | | 0280 652002-001 2.000 TN | 1000.00000 2000.00| 1200.00000 2400.00| 2000.00000 4000.00 FERTILIZER, 10-20-10 | | | 0285 652003-002 339.000 LB | 7.40000 2508.60| 8.00000 2712.00| 9.00000 3051.00 SEED MIXTURE, D | | | 0290 652004-001 9.700 TN | 370.00000 3589.00| 300.00000 2910.00| 350.00000 3395.00 STRAW OR HAY MULCH | | | 0295 655002-001 41.000 SY | 11.00000 451.00| 6.00000 246.00| 8.00000 328.00 PERMANENT EROSION MATTING, TYPE A | | | 0300 664001-009 2.000 EA | 2100.00000 4200.00| 1975.00000 3950.00| 2000.00000 4000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0305 664011-001 2.000 EA | 3600.00000 7200.00| 3450.00000 6900.00| 3500.00000 7000.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE III | | | 0310 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0315 401001-001 AA1 4162.000 TN | 79.00000 328798.00| 67.95000 282807.90| 75.00000 312150.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0320 401001-002 AA2 3974.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0325 401001-001 AB1 1605.000 TN | 86.00000 138030.00| 81.50000 130807.50| 80.00000 128400.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0330 401001-002 AB2 1532.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0335 402001-001 AC1 615.000 TN | 98.00000 60270.00| 96.90000 59593.50| 90.00000 55350.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0340 402001-002 AC2 588.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0345 636002-001 AD1 50.000 TN | 49.00000 2450.00| 50.00000 2500.00| 65.00000 3250.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0350 636002-002 AD2 48.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0355 604076-016 AE1 158.000 LF | 76.00000 12008.00| 53.00000 8374.00| 65.00000 10270.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0360 604002-016 AE2 158.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0365 604037-016 AE3 158.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0370 604076-020 AF1 217.000 LF | 170.00000 36890.00| 100.00000 21700.00| 80.00000 17360.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0375 604002-020 AF2 217.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0380 604037-020 AF3 217.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | SECTION TOTALS | $ 3,354,699.04| $ 3,222,488.85| $ 3,292,227.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10481 | | | 0385 203001-000 LUMP | 130000.00000 130000.00| 445000.00000 445000.00| 225000.00000 225000.00 DISMANTLING STRUCTURE | | | 0390 212005-000 60.000 CY | 140.00000 8400.00| 115.00000 6900.00| 75.00000 4500.00 SELECT MATERIAL FOR BACKFILLING | | | 0395 218006-000 6200.000 CY | 45.00000 279000.00| 45.00000 279000.00| 35.00000 217000.00 FOUNDATION PROTECTION | | | 0400 601002-001 643.000 CY | 770.00000 495110.00| 635.00000 408305.00| 825.00000 530475.00 CLASS B CONCRETE | | | 0405 601003-001 146.000 CY | 770.00000 112420.00| 625.00000 91250.00| 800.00000 116800.00 CLASS K CONCRETE | | | 0410 601009-001 1284.000 CY | 650.00000 834600.00| 700.00000 898800.00| 700.00000 898800.00 CLASS H CONCRETE | | | 0415 602001-001 101261.000 LB | 1.00000 101261.00| 1.25000 126576.25| 1.30000 131639.30 REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -7 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0420 602002-001 310221.000 LB | 1.30000 403287.30| 1.40000 434309.40| 1.30000 403287.30 EPOXY COATED REINFORCING STEEL BAR | | | 0425 615001-001 1795868.000 LS | 3210000.00000 3210000.00| 3332120.00000 3332120.00| 3428000.00000 3428000.00 STEEL SUPERSTRUCTURE | | | 0430 615028-001 20.000 EA | 3300.00000 66000.00| 1800.00000 36000.00| 4000.00000 80000.00 GUIDED BEARING, ELASTOMERIC | | | 0435 615030-001 10.000 EA | 3900.00000 39000.00| 1900.00000 19000.00| 4500.00000 45000.00 FIXED BEARING, ELASTOMERIC | | | 0440 625001-014 504.000 LF | 600.00000 302400.00| 618.00000 311472.00| 400.00000 201600.00 42 INCH DIAMETER DRILLED CAISSONS | | | 0445 625001-032 75.000 LF | 2200.00000 165000.00| 2059.00000 154425.00| 850.00000 63750.00 96 INCH DIAMETER DRILLED CAISSONS | | | 0450 625003-014 84.000 LF | 600.00000 50400.00| 618.00000 51912.00| 1650.00000 138600.00 42 INCH ROCK SOCKET FOUNDATION | | | 0455 625003-032 114.000 LF | 2000.00000 228000.00| 2059.00000 234726.00| 2200.00000 250800.00 96 INCH ROCK SOCKET FOUNDATION | | | 0460 627023-001 88.000 LF | 1200.00000 105600.00| 900.00000 79200.00| 750.00000 66000.00 EXPANSION DAM, MODULAR | | | 0465 639001-001 LUMP | 30000.00000 30000.00| 15000.00000 15000.00| 35000.00000 35000.00 CONSTRUCTION LAYOUT STAKE | | | 0470 662002-001 LUMP | 47000.00000 47000.00| 44800.00000 44800.00| 45000.00000 45000.00 GALVANIZED STEEL CONDUIT | | | 0475 662006-001 4.000 EA | 790.00000 3160.00| 750.00000 3000.00| 750.00000 3000.00 JUNCTION BOX, TYPE A | | | 0480 662006-001 4.000 EA | 1200.00000 4800.00| 1100.00000 4400.00| 1200.00000 4800.00 JUNCTION BOX, TYPE H, 18" X 18" | | | SECTION TOTALS | $ 6,615,438.30| $ 6,976,195.65| $ 6,889,051.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING | | | 0485 657006-001 32.000 LF | 48.00000 1536.00| 45.00000 1440.00| 45.00000 1440.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0490 657010-001 239.000 LF | 15.00000 3585.00| 14.00000 3346.00| 13.00000 3107.00 3.00 LB CHANNEL POST | | | 0495 657018-001 10.000 EA | 26.00000 260.00| 25.00000 250.00| 25.00000 250.00 POST REMOVAL | | | 0500 661001-001 126.000 SF | 37.00000 4662.00| 35.00000 4410.00| 35.00000 4410.00 0.080 IN FLAT SHEET SIGN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -8 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 661011-001 12.000 EA | 110.00000 1320.00| 100.00000 1200.00| 100.00000 1200.00 INSTALLATION OF REUSABLE SIGN | | | SECTION TOTALS | $ 11,363.00| $ 10,646.00| $ 10,407.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0510 663001-004 6997.000 LF | 0.26000 1819.22| 0.25000 1749.25| 0.30000 2099.10 EDGE LINE, TYPE II ,WHITE | | | 0515 663003-005 8076.000 LF | 0.26000 2099.76| 0.25000 2019.00| 0.30000 2422.80 BARRIER LINE, TYPE II ,YELLOW | | | 0520 663004-004 100.000 LF | 0.48000 48.00| 0.45000 45.00| 0.50000 50.00 CHANNELIZING LINE, TYPE II (6") | | | 0525 663005-010 22.000 LF | 6.40000 140.80| 6.00000 132.00| 6.00000 132.00 STOP LINE, TYPE V (12") | | | 0530 663005-010 32.000 LF | 13.00000 416.00| 12.00000 384.00| 12.00000 384.00 STOP LINE, TYPE V (24") | | | 0535 663007-010 193.000 LF | 6.40000 1235.20| 6.00000 1158.00| 6.00000 1158.00 STRIPE, TYPE V ,YELLOW (12") | | | 0540 663010-010 2.000 EA | 170.00000 340.00| 165.00000 330.00| 175.00000 350.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 6,098.98| $ 5,817.25| $ 6,595.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0545 640004-001 LUMP | 2200.00000 2200.00| 3500.00000 3500.00| 7500.00000 7500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,200.00| $ 3,500.00| $ 7,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 WATERLINE RELOCATION | | | 0550 639001-001 LUMP | 9000.00000 9000.00| 8500.00000 8500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0555 670004-262 715.000 LF | 92.00000 65780.00| 87.17000 62326.55| 100.00000 71500.00 12 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 0560 670007-020 850.000 LF | 33.00000 28050.00| 31.03000 26375.50| 55.00000 46750.00 6 INCH PLASTIC PIPE, CLASS 150 | | | 0565 670008-040 60.000 LF | 49.00000 2940.00| 46.07000 2764.20| 45.00000 2700.00 3/4 INCH COPPER SERVICE PIPE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -9 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0570 670009-200 2.000 EA | 970.00000 1940.00| 918.00000 1836.00| 1300.00000 2600.00 6 INCH GATE VALVE AND VALVE BOX | | | 0575 670009-260 1.000 EA | 2500.00000 2500.00| 2395.00000 2395.00| 3000.00000 3000.00 12 INCH GATE VALVE AND VALVE BOX | | | 0580 670015-040 2.000 EA | 200.00000 400.00| 192.50000 385.00| 150.00000 300.00 3/4 INCH METER | | | 0585 670017-001 2.000 EA | 130.00000 260.00| 125.00000 250.00| 750.00000 1500.00 METER BOX | | | SECTION TOTALS | $ 110,870.00| $ 104,832.25| $ 138,350.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,100,669.32| $ 10,323,480.00| $ 10,344,132.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -10 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0609442 |( 6 ) 62-1345425 |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, 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 | 32000.00000 32000.00| 172400.00000 172400.00| 150000.00000 150000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 20000.00000 20000.00| 16400.00000 16400.00| 13800.00000 13800.00 BUILDING DEMOLITION NUMBER, 10/1 | | | 0015 202001-000 1.000 LS | 20000.00000 20000.00| 8100.00000 8100.00| 13800.00000 13800.00 BUILDING DEMOLITION NUMBER, 10/2 | | | 0020 202001-000 1.000 LS | 20000.00000 20000.00| 16400.00000 16400.00| 16500.00000 16500.00 BUILDING DEMOLITION NUMBER, 10/3 | | | 0025 202001-000 1.000 LS | 500.00000 500.00| 5500.00000 5500.00| 13800.00000 13800.00 BUILDING DEMOLITION NUMBER, 10/4 | | | 0030 202003-000 LUMP | 950.00000 950.00| 2000.00000 2000.00| 2200.00000 2200.00 SEPTIC TANK ABANDONMENT NUMBER, 6/1 | | | 0035 204001-000 LUMP | 545000.00000 545000.00| 536000.00000 536000.00| 565000.00000 565000.00 MOBILIZATION | | | 0040 207001-001 8289.000 CY | 12.00000 99468.00| 8.00000 66312.00| 9.80000 81232.20 UNCLASSIFIED EXCAVATION | | | 0045 207002-000 2504.000 CY | 50.00000 125200.00| 45.00000 112680.00| 51.00000 127704.00 SUBGRADE | | | 0050 207034-000 15635.000 SY | 1.30000 20325.50| 1.31000 20481.85| 2.00000 31270.00 FABRIC FOR SEPARATION | | | 0055 211001-000 113376.000 CY | 11.00000 1247136.00| 11.00000 1247136.00| 11.00000 1247136.00 UNCLASSIFIED BORROW EXCAVATION | | | 0060 211008-000 3762.000 TN | 53.00000 199386.00| 30.00000 112860.00| 30.00000 112860.00 ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0065 307001-000 263.000 CY | 54.00000 14202.00| 45.00000 11835.00| 51.00000 13413.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0070 307001-000 525.000 CY | 45.00000 23625.00| 45.00000 23625.00| 51.00000 26775.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0075 307001-000 459.000 CY | 49.00000 22491.00| 45.00000 20655.00| 51.00000 23409.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0080 311006-001 1383.000 CY | 86.00000 118938.00| 90.00000 124470.00| 90.00000 124470.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0085 408002-001 121.000 GA | 2.50000 302.50| 2.80000 338.80| 2.80000 338.80 BITUMINOUS MATERIAL | | | 0090 502001-012 200.000 SY | 250.00000 50000.00| 210.00000 42000.00| 220.00000 44000.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -11 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0609442 |( 6 ) 62-1345425 |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 601002-001 4.400 CY | 1250.00000 5500.00| 1630.00000 7172.00| 1060.00000 4664.00 CLASS B CONCRETE | | | 0100 604072-116 2.000 EA | 640.00000 1280.00| 565.00000 1130.00| 825.00000 1650.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0105 604076-016 49.000 LF | 70.00000 3430.00| 64.00000 3136.00| 140.00000 6860.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0110 604076-020 22.000 LF | 95.00000 2090.00| 70.00000 1540.00| 165.00000 3630.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0115 605009-001 1.000 EA | 2900.00000 2900.00| 2100.00000 2100.00| 2750.00000 2750.00 TYPE G INLET | | | 0120 606029-001 2401.000 LF | 13.50000 32413.50| 11.25000 27011.25| 18.00000 43218.00 FREE DRAINING BASE TRENCH | | | 0125 606030-001 108.000 LF | 40.00000 4320.00| 17.00000 1836.00| 28.00000 3024.00 OUTLET PIPE, 6 INCH | | | 0130 607001-001 2332.000 LF | 18.00000 41976.00| 18.85000 43958.20| 18.00000 41976.00 TYPE 1 GUARDRAIL, CLASS I | | | 0135 607001-001 781.000 LF | 15.00000 11715.00| 15.40000 12027.40| 15.00000 11715.00 TYPE 1 GUARDRAIL, CLASS II | | | 0140 607001-001 66.000 LF | 15.00000 990.00| 15.00000 990.00| 15.00000 990.00 TYPE 1 GUARDRAIL, CLASS III | | | 0145 607006-001 4.000 EA | 1200.00000 4800.00| 1238.00000 4952.00| 1210.00000 4840.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0150 607065-001 4.000 EA | 1630.00000 6520.00| 1688.00000 6752.00| 1650.00000 6600.00 FLARED END TERMINAL | | | 0155 633003-001 16.400 CY | 100.00000 1640.00| 50.00000 820.00| 88.00000 1443.20 DUMPED ROCK GUTTER | | | 0160 636007-001 13430.000 LF | 0.70000 9401.00| 0.73000 9803.90| 1.10000 14773.00 ERADICATION OF PAVEMENT MARKING | | | 0165 636009-001 6043.000 LF | 1.15000 6949.45| 1.18000 7130.74| 1.40000 8460.20 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0170 636011-001 13350.000 UN | 1.10000 14685.00| 1.13000 15085.50| 1.10000 14685.00 TRAFFIC CONTROL DEVICE | | | 0175 636012-010 2.000 EA | 550.00000 1100.00| 1.00000 2.00| 550.00000 1100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -12 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0609442 |( 6 ) 62-1345425 |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 636013-001 235.000 EA | 5.50000 1292.50| 1.00000 235.00| 5.50000 1292.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0185 636014-001 1600.000 HR | 53.00000 84800.00| 61.50000 98400.00| 57.00000 91200.00 FLAGGER | | | 0190 636017-001 838.000 LF | 46.50000 38967.00| 20.00000 16760.00| 24.00000 20112.00 TEMPORARY CONCRETE BARRIER | | | 0195 636018-001 838.000 LF | 4.00000 3352.00| 6.00000 5028.00| 2.50000 2095.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0200 636019-001 339.000 LF | 15.00000 5085.00| 15.50000 5254.50| 15.00000 5085.00 TEMPORARY GUARDRAIL BARRIER | | | 0205 636023-001 1.000 LS | 12500.00000 12500.00| 21000.00000 21000.00| 8980.00000 8980.00 TEMPORARY TRAFFIC SIGNAL | | | 0210 636025-001 1600.000 DA | 1.50000 2400.00| 1.40000 2240.00| 1.40000 2240.00 WARNING LIGHTS, TYPE B | | | 0215 638002-001 37.000 EA | 100.00000 3700.00| 77.00000 2849.00| 31.00000 1147.00 RIGHT OF WAY MARKER | | | 0220 639001-001 LUMP | 29000.00000 29000.00| 48000.00000 48000.00| 35200.00000 35200.00 CONSTRUCTION LAYOUT STAKE | | | 0225 640001-001 12.000 MO | 2850.00000 34200.00| 1245.00000 14940.00| 1330.00000 15960.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0230 640003-001 LUMP | 5800.00000 5800.00| 3800.00000 3800.00| 1100.00000 1100.00 BUILDING EQUIPMENT | | | 0235 642001-001 1640.000 LF | 1.25000 2050.00| 2.60000 4264.00| 2.80000 4592.00 TEMPORARY BERM | | | 0240 642002-001 274.000 LF | 13.50000 3699.00| 20.00000 5480.00| 11.00000 3014.00 SLOPE DRAIN | | | 0245 642004-001 304.000 LB | 6.50000 1976.00| 6.75000 2052.00| 6.60000 2006.40 SEED MIXTURE, TEMPORARY | | | 0250 642005-001 3.800 TN | 1100.00000 4180.00| 1140.00000 4332.00| 1110.00000 4218.00 MULCH, STRAW OR HAY | | | 0255 642006-001 2.000 TN | 1085.00000 2170.00| 1125.00000 2250.00| 1100.00000 2200.00 FERTILIZER | | | 0260 642010-001 7.600 TN | 25.00000 190.00| 28.00000 212.80| 28.00000 212.80 AGRICULTURAL LIMESTONE | | | 0265 642012-001 8627.000 LF | 5.00000 43135.00| 2.50000 21567.50| 3.90000 33645.30 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -13 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0609442 |( 6 ) 62-1345425 |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 642031-001 15.000 EA | 60.00000 900.00| 85.00000 1275.00| 110.00000 1650.00 DITCH CHECK | | | 0275 652001-001 7.300 TN | 25.00000 182.50| 28.00000 204.40| 28.00000 204.40 AGRICULTURAL LIMESTONE | | | 0280 652002-001 2.000 TN | 2120.00000 4240.00| 2200.00000 4400.00| 2150.00000 4300.00 FERTILIZER, 10-20-10 | | | 0285 652003-002 339.000 LB | 10.00000 3390.00| 10.00000 3390.00| 9.90000 3356.10 SEED MIXTURE, D | | | 0290 652004-001 9.700 TN | 390.00000 3783.00| 395.00000 3831.50| 385.00000 3734.50 STRAW OR HAY MULCH | | | 0295 655002-001 41.000 SY | 8.50000 348.50| 9.00000 369.00| 8.80000 360.80 PERMANENT EROSION MATTING, TYPE A | | | 0300 664001-009 2.000 EA | 2150.00000 4300.00| 2200.00000 4400.00| 2170.00000 4340.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0305 664011-001 2.000 EA | 3750.00000 7500.00| 3890.00000 7780.00| 2170.00000 4340.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE III | | | 0310 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0315 401001-001 AA1 4162.000 TN | 79.00000 328798.00| 82.20000 342116.40| 81.00000 337122.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0320 401001-002 AA2 3974.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0325 401001-001 AB1 1605.000 TN | 85.00000 136425.00| 89.00000 142845.00| 89.00000 142845.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0330 401001-002 AB2 1532.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0335 402001-001 AC1 615.000 TN | 97.00000 59655.00| 101.30000 62299.50| 100.00000 61500.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0340 402001-002 AC2 588.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0345 636002-001 AD1 50.000 TN | 29.00000 1450.00| 23.00000 1150.00| 88.00000 4400.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -14 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0609442 |( 6 ) 62-1345425 |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0350 636002-002 AD2 48.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0355 604076-016 AE1 158.000 LF | 50.00000 7900.00| 84.00000 13272.00| 120.00000 18960.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0360 604002-016 AE2 158.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0365 604037-016 AE3 158.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0370 604076-020 AF1 217.000 LF | 70.00000 15190.00| 75.00000 16275.00| 165.00000 35805.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0375 604002-020 AF2 217.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0380 604037-020 AF3 217.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | SECTION TOTALS | $ 3,564,592.45| $ 3,547,713.24| $ 3,638,104.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10481 | | | 0385 203001-000 LUMP | 485000.00000 485000.00| 346000.00000 346000.00| 240000.00000 240000.00 DISMANTLING STRUCTURE | | | 0390 212005-000 60.000 CY | 100.00000 6000.00| 97.00000 5820.00| 115.00000 6900.00 SELECT MATERIAL FOR BACKFILLING | | | 0395 218006-000 6200.000 CY | 45.00000 279000.00| 37.50000 232500.00| 80.00000 496000.00 FOUNDATION PROTECTION | | | 0400 601002-001 643.000 CY | 648.00000 416664.00| 678.00000 435954.00| 670.00000 430810.00 CLASS B CONCRETE | | | 0405 601003-001 146.000 CY | 743.00000 108478.00| 857.00000 125122.00| 540.00000 78840.00 CLASS K CONCRETE | | | 0410 601009-001 1284.000 CY | 660.00000 847440.00| 840.00000 1078560.00| 650.00000 834600.00 CLASS H CONCRETE | | | 0415 602001-001 101261.000 LB | 1.30000 131639.30| 1.04000 105311.44| 1.20000 121513.20 REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -15 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0609442 |( 6 ) 62-1345425 |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0420 602002-001 310221.000 LB | 1.45000 449820.45| 1.13000 350549.73| 1.30000 403287.30 EPOXY COATED REINFORCING STEEL BAR | | | 0425 615001-001 1795868.000 LS | 3477000.00000 3477000.00| 3784200.00000 3784200.00| 4381656.00000 4381656.00 STEEL SUPERSTRUCTURE | | | 0430 615028-001 20.000 EA | 169.00000 3380.00| 1600.00000 32000.00| 1400.00000 28000.00 GUIDED BEARING, ELASTOMERIC | | | 0435 615030-001 10.000 EA | 169.00000 1690.00| 1400.00000 14000.00| 1300.00000 13000.00 FIXED BEARING, ELASTOMERIC | | | 0440 625001-014 504.000 LF | 425.00000 214200.00| 578.00000 291312.00| 600.00000 302400.00 42 INCH DIAMETER DRILLED CAISSONS | | | 0445 625001-032 75.000 LF | 2220.00000 166500.00| 1890.00000 141750.00| 2325.00000 174375.00 96 INCH DIAMETER DRILLED CAISSONS | | | 0450 625003-014 84.000 LF | 425.00000 35700.00| 502.00000 42168.00| 600.00000 50400.00 42 INCH ROCK SOCKET FOUNDATION | | | 0455 625003-032 114.000 LF | 2220.00000 253080.00| 1890.00000 215460.00| 2325.00000 265050.00 96 INCH ROCK SOCKET FOUNDATION | | | 0460 627023-001 88.000 LF | 1300.00000 114400.00| 1100.00000 96800.00| 1200.00000 105600.00 EXPANSION DAM, MODULAR | | | 0465 639001-001 LUMP | 76800.00000 76800.00| 26000.00000 26000.00| 32700.10000 32700.10 CONSTRUCTION LAYOUT STAKE | | | 0470 662002-001 LUMP | 53000.00000 53000.00| 50400.00000 50400.00| 49300.00000 49300.00 GALVANIZED STEEL CONDUIT | | | 0475 662006-001 4.000 EA | 885.00000 3540.00| 845.00000 3380.00| 825.00000 3300.00 JUNCTION BOX, TYPE A | | | 0480 662006-001 4.000 EA | 1300.00000 5200.00| 1238.00000 4952.00| 1210.00000 4840.00 JUNCTION BOX, TYPE H, 18" X 18" | | | SECTION TOTALS | $ 7,128,531.75| $ 7,382,239.17| $ 8,022,571.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING | | | 0485 657006-001 32.000 LF | 49.00000 1568.00| 50.00000 1600.00| 50.00000 1600.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0490 657010-001 239.000 LF | 15.00000 3585.00| 16.00000 3824.00| 15.00000 3585.00 3.00 LB CHANNEL POST | | | 0495 657018-001 10.000 EA | 27.00000 270.00| 28.00000 280.00| 28.00000 280.00 POST REMOVAL | | | 0500 661001-001 126.000 SF | 38.00000 4788.00| 39.00000 4914.00| 39.00000 4914.00 0.080 IN FLAT SHEET SIGN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -16 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0609442 |( 6 ) 62-1345425 |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 661011-001 12.000 EA | 110.00000 1320.00| 113.00000 1356.00| 110.00000 1320.00 INSTALLATION OF REUSABLE SIGN | | | SECTION TOTALS | $ 11,531.00| $ 11,974.00| $ 11,699.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0510 663001-004 6997.000 LF | 0.25000 1749.25| 0.28000 1959.16| 0.40000 2798.80 EDGE LINE, TYPE II ,WHITE | | | 0515 663003-005 8076.000 LF | 0.25000 2019.00| 0.28000 2261.28| 0.40000 3230.40 BARRIER LINE, TYPE II ,YELLOW | | | 0520 663004-004 100.000 LF | 0.50000 50.00| 0.50000 50.00| 0.45000 45.00 CHANNELIZING LINE, TYPE II (6") | | | 0525 663005-010 22.000 LF | 6.50000 143.00| 6.75000 148.50| 8.80000 193.60 STOP LINE, TYPE V (12") | | | 0530 663005-010 32.000 LF | 13.00000 416.00| 13.51000 432.32| 17.00000 544.00 STOP LINE, TYPE V (24") | | | 0535 663007-010 193.000 LF | 6.50000 1254.50| 6.75000 1302.75| 8.80000 1698.40 STRIPE, TYPE V ,YELLOW (12") | | | 0540 663010-010 2.000 EA | 180.00000 360.00| 185.00000 370.00| 195.00000 390.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 5,991.75| $ 6,524.01| $ 8,900.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0545 640004-001 LUMP | 10000.00000 10000.00| 4000.00000 4000.00| 3660.00000 3660.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| $ 4,000.00| $ 3,660.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 WATERLINE RELOCATION | | | 0550 639001-001 LUMP | 8150.00000 8150.00| 3200.00000 3200.00| 3300.00000 3300.00 CONSTRUCTION LAYOUT STAKE | | | 0555 670004-262 715.000 LF | 90.00000 64350.00| 89.00000 63635.00| 87.00000 62205.00 12 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 0560 670007-020 850.000 LF | 61.50000 52275.00| 36.00000 30600.00| 35.00000 29750.00 6 INCH PLASTIC PIPE, CLASS 150 | | | 0565 670008-040 60.000 LF | 38.00000 2280.00| 27.00000 1620.00| 26.00000 1560.00 3/4 INCH COPPER SERVICE PIPE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/07/09 PAGE : 023 -17 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0001418R1 COUNTIES : HAMPSHIRE LETTING DATE : 11/18/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0609442 |( 6 ) 62-1345425 |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0570 670009-200 2.000 EA | 1400.00000 2800.00| 1125.00000 2250.00| 1100.00000 2200.00 6 INCH GATE VALVE AND VALVE BOX | | | 0575 670009-260 1.000 EA | 6500.00000 6500.00| 2815.00000 2815.00| 2750.00000 2750.00 12 INCH GATE VALVE AND VALVE BOX | | | 0580 670015-040 2.000 EA | 490.00000 980.00| 845.00000 1690.00| 825.00000 1650.00 3/4 INCH METER | | | 0585 670017-001 2.000 EA | 440.00000 880.00| 845.00000 1690.00| 825.00000 1650.00 METER BOX | | | SECTION TOTALS | $ 138,215.00| $ 107,500.00| $ 105,065.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,858,861.95| $ 11,059,950.42| $ 11,790,000.00 ====================================================================================================================================