WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0912526 COUNTIES : CABELL LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MALL ROAD PARK AND RIDE PROJECT(S) : S306-0P&R/00-001.00 00 CMAQ 6089 001 D00 LOCATION: 1.69 MI. E. OF CR 17 AT EXIT 20 I-64 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0740440 CHAPMAN-MARTIN EXCAVATING & GRADING, INC. $ 267,795.90 100.0000% 2 55-0484695 PAULS CONCRETE, INC. $ 306,377.50 114.4071% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 349,000.00 130.3231% 4 55-0570769 WEST VIRGINIA PAVING, INC. $ 374,049.75 139.6772% 5 02-0564151 ASPHALT CONTRACTORS & SITE WORK INC $ 392,173.64 146.4450% 6 26-2956191 MOUNTAIN TOP AGGREGRATE $ 393,703.78 147.0164% 7 55-0756636 JIM CONSTRUCTION, INC. $ 412,475.10 154.0259% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0912526 COUNTIES : CABELL LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0740440 |( 2 ) 55-0484695 |( 3 ) 55-0481221 |CHAPMAN-MARTIN EXCAVATING & |PAULS CONCRETE, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PARK AND RIDE | | | 0005 204001-000 LUMP | 20000.00000 20000.00| 15000.00000 15000.00| 9000.00000 9000.00 MOBILIZATION | | | 0010 207001-001 5897.000 CY | 4.00000 23588.00| 6.00000 35382.00| 8.30000 48945.10 UNCLASSIFIED EXCAVATION | | | 0015 211002-000 10.000 CY | 50.00000 500.00| 40.00000 400.00| 81.00000 810.00 ROCK BORROW EXCAVATION | | | 0020 307001-000 793.000 CY | 48.00000 38064.00| 60.00000 47580.00| 54.00000 42822.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 604001-016 472.000 LF | 45.00000 21240.00| 80.00000 37760.00| 68.00000 32096.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A12 | | | 0030 605009-001 7.000 EA | 1800.00000 12600.00| 2000.00000 14000.00| 2125.00000 14875.00 TYPE G INLET | | | 0035 605012-001 1.000 EA | 1700.00000 1700.00| 2500.00000 2500.00| 3900.00000 3900.00 ADJUST INLET TYPE, B | | | 0040 605012-001 1.000 EA | 1800.00000 1800.00| 3000.00000 3000.00| 3900.00000 3900.00 ADJUST INLET TYPE, G | | | 0045 607001-001 175.000 LF | 22.50000 3937.50| 20.00000 3500.00| 16.25000 2843.75 TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607005-001 225.000 LF | 23.50000 5287.50| 25.00000 5625.00| 23.96000 5391.00 TYPE 5 GUARDRAIL, CLASS 1 | | | 0055 609001-001 110.000 SY | 50.00000 5500.00| 72.00000 7920.00| 94.00000 10340.00 CONCRETE SIDEWALK | | | 0060 609005-001 1.000 EA | 900.00000 900.00| 1525.00000 1525.00| 1500.00000 1500.00 SIDEWALK RAMP | | | 0065 610003-001 123.000 LF | 25.00000 3075.00| 50.00000 6150.00| 68.00000 8364.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0070 634003-001 85.000 EA | 62.00000 5270.00| 50.00000 4250.00| 71.50000 6077.50 WHEEL STOPS, PRECAST CONCRETE | | | 0075 636011-001 880.000 UN | 0.01000 8.80| 1.00000 880.00| 0.78000 686.40 TRAFFIC CONTROL DEVICE | | | 0080 636014-001 200.000 HR | 38.00000 7600.00| 0.01000 2.00| 47.00000 9400.00 FLAGGER | | | 0085 639001-001 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 23986.25000 23986.25 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0912526 COUNTIES : CABELL LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0740440 |( 2 ) 55-0484695 |( 3 ) 55-0481221 |CHAPMAN-MARTIN EXCAVATING & |PAULS CONCRETE, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 642012-001 890.000 LF | 2.00000 1780.00| 3.00000 2670.00| 2.50000 2225.00 SILT FENCE | | | 0095 642031-001 5.000 EA | 160.00000 800.00| 50.00000 250.00| 65.00000 325.00 DITCH CHECK | | | 0100 652003-002 4.000 LB | 50.00000 200.00| 80.00000 320.00| 500.00000 2000.00 SEED MIXTURE, D | | | 0105 652004-002 0.150 TN | 50.00000 7.50| 4000.00000 600.00| 900.00000 135.00 WOOD CELLULOSE FIBER MULCH | | | 0110 663002-005 470.000 LF | 0.50000 235.00| 0.35000 164.50| 0.22000 103.40 LANE LINE , TYPE II - 4 IN 4" BLUE | | | 0115 663002-005 4780.000 LF | 0.22000 1051.60| 0.35000 1673.00| 0.22000 1051.60 LANE LINE , TYPE II - 4 IN 4" YELLOW | | | 0120 663006-010 126.000 LF | 6.50000 819.00| 9.00000 1134.00| 9.00000 1134.00 CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 12" WHITE | | | 0125 663009-015 4.000 EA | 250.00000 1000.00| 225.00000 900.00| 350.00000 1400.00 HANDICAPPED SYMBOL, TYPE V | | | 0130 663010-010 8.000 EA | 150.00000 1200.00| 195.00000 1560.00| 175.00000 1400.00 ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | 0135 401001-001 AA1 1178.000 TN | 67.50000 79515.00| 67.50000 79515.00| 74.00000 87172.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0140 401001-002 AA2 1072.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0145 401002-001 BB1 393.000 TN | 69.00000 27117.00| 69.00000 27117.00| 69.00000 27117.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401002-002 BB2 358.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 267,795.90| $ 306,377.50| $ 349,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 267,795.90| $ 306,377.50| $ 349,000.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0912526 COUNTIES : CABELL LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0570769 |( 5 ) 02-0564151 |( 6 ) 26-2956191 |WEST VIRGINIA PAVING, INC. |ASPHALT CONTRACTORS & SITE W |MOUNTAIN TOP AGGREGRATE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PARK AND RIDE | | | 0005 204001-000 LUMP | 22150.00000 22150.00| 14814.24000 14814.24| 30000.00000 30000.00 MOBILIZATION | | | 0010 207001-001 5897.000 CY | 9.75000 57495.75| 14.00000 82558.00| 16.00000 94352.00 UNCLASSIFIED EXCAVATION | | | 0015 211002-000 10.000 CY | 51.00000 510.00| 80.00000 800.00| 100.00000 1000.00 ROCK BORROW EXCAVATION | | | 0020 307001-000 793.000 CY | 53.00000 42029.00| 52.80000 41870.40| 50.40000 39967.20 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 604001-016 472.000 LF | 115.00000 54280.00| 45.00000 21240.00| 50.54000 23854.88 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A12 | | | 0030 605009-001 7.000 EA | 3000.00000 21000.00| 2500.00000 17500.00| 1800.00000 12600.00 TYPE G INLET | | | 0035 605012-001 1.000 EA | 2000.00000 2000.00| 1680.00000 1680.00| 2200.00000 2200.00 ADJUST INLET TYPE, B | | | 0040 605012-001 1.000 EA | 2000.00000 2000.00| 1400.00000 1400.00| 2200.00000 2200.00 ADJUST INLET TYPE, G | | | 0045 607001-001 175.000 LF | 16.50000 2887.50| 28.00000 4900.00| 22.00000 3850.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607005-001 225.000 LF | 24.50000 5512.50| 29.00000 6525.00| 30.00000 6750.00 TYPE 5 GUARDRAIL, CLASS 1 | | | 0055 609001-001 110.000 SY | 90.00000 9900.00| 75.00000 8250.00| 56.12000 6173.20 CONCRETE SIDEWALK | | | 0060 609005-001 1.000 EA | 2350.00000 2350.00| 2000.00000 2000.00| 325.00000 325.00 SIDEWALK RAMP | | | 0065 610003-001 123.000 LF | 117.00000 14391.00| 45.00000 5535.00| 35.00000 4305.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0070 634003-001 85.000 EA | 52.50000 4462.50| 70.00000 5950.00| 38.50000 3272.50 WHEEL STOPS, PRECAST CONCRETE | | | 0075 636011-001 880.000 UN | 1.00000 880.00| 2.00000 1760.00| 2.00000 1760.00 TRAFFIC CONTROL DEVICE | | | 0080 636014-001 200.000 HR | 55.00000 11000.00| 50.00000 10000.00| 1.00000 200.00 FLAGGER | | | 0085 639001-001 LUMP | 3800.00000 3800.00| 5500.00000 5500.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0912526 COUNTIES : CABELL LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0570769 |( 5 ) 02-0564151 |( 6 ) 26-2956191 |WEST VIRGINIA PAVING, INC. |ASPHALT CONTRACTORS & SITE W |MOUNTAIN TOP AGGREGRATE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 642012-001 890.000 LF | 3.00000 2670.00| 3.50000 3115.00| 1.00000 890.00 SILT FENCE | | | 0095 642031-001 5.000 EA | 78.00000 390.00| 200.00000 1000.00| 100.00000 500.00 DITCH CHECK | | | 0100 652003-002 4.000 LB | 500.00000 2000.00| 50.00000 200.00| 500.00000 2000.00 SEED MIXTURE, D | | | 0105 652004-002 0.150 TN | 900.00000 135.00| 1500.00000 225.00| 900.00000 135.00 WOOD CELLULOSE FIBER MULCH | | | 0110 663002-005 470.000 LF | 0.35000 164.50| 1.00000 470.00| 1.00000 470.00 LANE LINE , TYPE II - 4 IN 4" BLUE | | | 0115 663002-005 4780.000 LF | 0.30000 1434.00| 0.60000 2868.00| 1.00000 4780.00 LANE LINE , TYPE II - 4 IN 4" YELLOW | | | 0120 663006-010 126.000 LF | 9.00000 1134.00| 10.00000 1260.00| 9.00000 1134.00 CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 12" WHITE | | | 0125 663009-015 4.000 EA | 115.00000 460.00| 100.00000 400.00| 115.00000 460.00 HANDICAPPED SYMBOL, TYPE V | | | 0130 663010-010 8.000 EA | 175.00000 1400.00| 40.00000 320.00| 175.00000 1400.00 ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | 0135 401001-001 AA1 1178.000 TN | 68.00000 80104.00| 93.00000 109554.00| 84.50000 99541.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0140 401001-002 AA2 1072.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0145 401002-001 BB1 393.000 TN | 70.00000 27510.00| 103.00000 40479.00| 88.00000 34584.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401002-002 BB2 358.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 374,049.75| $ 392,173.64| $ 393,703.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 374,049.75| $ 392,173.64| $ 393,703.78 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0912526 COUNTIES : CABELL LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0756636 |( ) |( ) |JIM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PARK AND RIDE | | | 0005 204001-000 LUMP | 20650.00000 20650.00| | MOBILIZATION | | | 0010 207001-001 5897.000 CY | 13.50000 79609.50| | UNCLASSIFIED EXCAVATION | | | 0015 211002-000 10.000 CY | 37.00000 370.00| | ROCK BORROW EXCAVATION | | | 0020 307001-000 793.000 CY | 60.50000 47976.50| | AGGREGATE BASE COURSE, CLASS 1 | | | 0025 604001-016 472.000 LF | 88.00000 41536.00| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A12 | | | 0030 605009-001 7.000 EA | 1775.00000 12425.00| | TYPE G INLET | | | 0035 605012-001 1.000 EA | 3850.00000 3850.00| | ADJUST INLET TYPE, B | | | 0040 605012-001 1.000 EA | 3850.00000 3850.00| | ADJUST INLET TYPE, G | | | 0045 607001-001 175.000 LF | 18.50000 3237.50| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607005-001 225.000 LF | 34.50000 7762.50| | TYPE 5 GUARDRAIL, CLASS 1 | | | 0055 609001-001 110.000 SY | 95.00000 10450.00| | CONCRETE SIDEWALK | | | 0060 609005-001 1.000 EA | 2300.00000 2300.00| | SIDEWALK RAMP | | | 0065 610003-001 123.000 LF | 72.00000 8856.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0070 634003-001 85.000 EA | 84.00000 7140.00| | WHEEL STOPS, PRECAST CONCRETE | | | 0075 636011-001 880.000 UN | 0.90000 792.00| | TRAFFIC CONTROL DEVICE | | | 0080 636014-001 200.000 HR | 59.00000 11800.00| | FLAGGER | | | 0085 639001-001 LUMP | 14250.00000 14250.00| | CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0912526 COUNTIES : CABELL LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0756636 |( ) |( ) |JIM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 642012-001 890.000 LF | 4.50000 4005.00| | SILT FENCE | | | 0095 642031-001 5.000 EA | 150.00000 750.00| | DITCH CHECK | | | 0100 652003-002 4.000 LB | 575.00000 2300.00| | SEED MIXTURE, D | | | 0105 652004-002 0.150 TN | 1050.00000 157.50| | WOOD CELLULOSE FIBER MULCH | | | 0110 663002-005 470.000 LF | 0.26000 122.20| | LANE LINE , TYPE II - 4 IN 4" BLUE | | | 0115 663002-005 4780.000 LF | 0.26000 1242.80| | LANE LINE , TYPE II - 4 IN 4" YELLOW | | | 0120 663006-010 126.000 LF | 10.35000 1304.10| | CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 12" WHITE | | | 0125 663009-015 4.000 EA | 400.00000 1600.00| | HANDICAPPED SYMBOL, TYPE V | | | 0130 663010-010 8.000 EA | 200.00000 1600.00| | ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | 0135 401001-001 AA1 1178.000 TN | 77.50000 91295.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0140 401001-002 AA2 1072.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0145 401002-001 BB1 393.000 TN | 79.50000 31243.50| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401002-002 BB2 358.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 412,475.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 412,475.10| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0512373R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : I-470, EASTBOUND AND WESTBOUND ROAD RESURFACING PROJECT(S) : S335-0470/00-000.55 00 00IM 4701 035 D00 LOCATION: BEG: 0.26 MI E JCT US 250 END: 0.32 MI W JCT I-70 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 3,906,933.21 100.0000% 2 20-8522305 LASH PAVING, INC. $ 4,126,577.64 105.6219% 3 55-0346067 JAMES WHITE CONSTRUCTION COMPANY, THE $ 4,582,840.42 117.3002% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0512373R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 20-8522305 |( 3 ) 55-0346067 |KELLY PAVING, INC. |LASH PAVING, INC. |JAMES WHITE CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 4R RESURFACING I000 | | | 0005 204001-000 LUMP | 55000.00000 55000.00| 60000.00000 60000.00| 118000.00000 118000.00 MOBILIZATION | | | 0010 211008-000 469.000 TN | 65.00000 30485.00| 36.50000 17118.50| 64.00000 30016.00 ROCK BORROW EXCAVATION | | | 0015 229001-000 2.800 MI | 26000.00000 72800.00| 18300.00000 51240.00| 25000.00000 70000.00 SHOULDER AND DITCH | | | 0020 240002-000 7.000 EA | 270.00000 1890.00| 355.00000 2485.00| 400.00000 2800.00 CLEAN INLET | | | 0025 240006-000 821.000 LF | 13.00000 10673.00| 25.00000 20525.00| 20.00000 16420.00 CLEAN INLET AND OUTLET DITCH | | | 0030 408002-001 4966.000 GA | 2.00000 9932.00| 2.75000 13656.50| 2.90000 14401.40 BITUMINOUS MATERIAL | | | 0035 410001-002 62456.000 LF | 0.13000 8119.28| 0.53000 33101.68| 0.22000 13740.32 SAWED RUMBLE STRIP | | | 0040 415005-001 157333.000 SY | 2.50000 393332.50| 3.25000 511332.25| 3.15000 495598.95 REMOVE EXISTING PAVEMENT SURFACE | | | 0045 503006-001 2897.000 LF | 2.05000 5938.85| 26.00000 75322.00| 5.50000 15933.50 SAW AND SEAL, HOTPOUR SEAL METHOD | | | 0050 506001-002 5746.000 SY | 183.60000 1054965.60| 157.50000 904995.00| 238.00000 1367548.00 SPECIAL CONCRETE PAVEMENT REPAIR | | | 0055 601002-001 5.000 CY | 975.00000 4875.00| 536.00000 2680.00| 960.00000 4800.00 CLASS B CONCRETE | | | 0060 601006-001 31.000 CY | 325.00000 10075.00| 306.00000 9486.00| 350.00000 10850.00 CLASS D CONCRETE | | | 0065 601046-001 4.000 EA | 3800.00000 15200.00| 2850.00000 11400.00| 2300.00000 9200.00 MODIFIED CONCRETE END POST | | | 0070 604001-016 76.000 LF | 76.00000 5776.00| 121.00000 9196.00| 98.00000 7448.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A-2 | | | 0075 607001-001 277.000 LF | 19.50000 5401.50| 19.25000 5332.25| 18.90000 5235.30 TYPE 1 GUARDRAIL, CLASS 1 | | | 0080 607006-001 4.000 EA | 2300.00000 9200.00| 2250.00000 9000.00| 2200.00000 8800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 607009-001 287.500 LF | 4.35000 1250.63| 4.25000 1221.88| 4.20000 1207.50 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0090 607010-020 350.000 LF | 3.25000 1137.50| 3.25000 1137.50| 3.10000 1085.00 GUARDRAIL REMOVAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0512373R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 20-8522305 |( 3 ) 55-0346067 |KELLY PAVING, INC. |LASH PAVING, INC. |JAMES WHITE CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607036-001 4.000 EA | 85.00000 340.00| 80.00000 320.00| 78.00000 312.00 GUARDRAIL END SHOE | | | 0100 608001-004 450.000 LF | 28.00000 12600.00| 27.00000 12150.00| 26.00000 11700.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0105 608009-001 60.000 LF | 11.00000 660.00| 10.00000 600.00| 10.50000 630.00 RIGHT OF WAY FENCE REMOVED AND RESET | | | 0110 636011-001 118250.000 UN | 1.25000 147812.50| 1.10000 130075.00| 0.60000 70950.00 TRAFFIC CONTROL DEVICE | | | 0115 636014-001 500.000 HR | 62.00000 31000.00| 50.00000 25000.00| 75.00000 37500.00 FLAGGER | | | 0120 636014-002 800.000 HR | 55.00000 44000.00| 80.00000 64000.00| 50.00000 40000.00 TRAFFIC DIRECTOR | | | 0125 636021-001 360.000 DA | 13.00000 4680.00| 12.50000 4500.00| 10.50000 3780.00 ELECTRIC ARROW | | | 0130 636022-001 860.000 DA | 47.00000 40420.00| 44.00000 37840.00| 42.00000 36120.00 CHANGEABLE MESSAGE SIGN | | | 0135 636025-001 2000.000 DA | 1.65000 3300.00| 1.60000 3200.00| 0.52000 1040.00 WARNING LIGHTS, TYPE A | | | 0140 636025-001 1800.000 DA | 1.65000 2970.00| 1.60000 2880.00| 3.15000 5670.00 WARNING LIGHTS, TYPE B | | | 0145 636028-001 360.000 DA | 100.00000 36000.00| 95.00000 34200.00| 105.00000 37800.00 SHADOW VEHICLE | | | 0150 636030-001 360.000 DA | 30.00000 10800.00| 26.00000 9360.00| 31.50000 11340.00 SPEED MONITORING TRAILER | | | 0155 642004-002 477.000 LB | 3.80000 1812.60| 3.74000 1783.98| 3.70000 1764.90 SEED MIXTURE, B | | | 0160 642005-002 3.930 TN | 540.00000 2122.20| 534.59000 2100.94| 525.00000 2063.25 MULCH, WOOD CELLULOSE FIBER | | | 0165 642006-001 2.100 TN | 870.00000 1827.00| 855.34000 1796.21| 840.00000 1764.00 FERTILIZER | | | 0170 642031-001 39.000 EA | 57.00000 2223.00| 76.00000 2964.00| 52.00000 2028.00 DITCH CHECK | | | 0175 663001-005 5.870 MI | 1550.00000 9098.50| 1500.00000 8805.00| 1500.00000 8805.00 EDGE LINE, TYPE II - 4 IN TEMP. 6" WHIT | | | 0180 663001-005 5.870 MI | 1550.00000 9098.50| 1500.00000 8805.00| 1500.00000 8805.00 EDGE LINE, TYPE II - 4 IN TEMP. 6" | | | YELLOW | | | 0185 663001-005 0.320 MI | 4445.00000 1422.40| 4200.00000 1344.00| 4300.00000 1376.00 EDGE LINE, TYPE II - 4 IN TEMP. 8" | | | WHITE GORE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0512373R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 20-8522305 |( 3 ) 55-0346067 |KELLY PAVING, INC. |LASH PAVING, INC. |JAMES WHITE CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 663001-005 0.230 MI | 4445.00000 1022.35| 4200.00000 966.00| 4300.00000 989.00 EDGE LINE, TYPE II - 4 IN TEMP. 8" | | | YELLOW GORE | | | 0195 663001-018 5.870 MI | 2100.00000 12327.00| 2058.16000 12081.40| 2000.00000 11740.00 EDGE LINE, TYPE IX - 4 IN 6" WHITE | | | 0200 663001-018 5.870 MI | 2100.00000 12327.00| 2058.16000 12081.40| 2000.00000 11740.00 EDGE LINE, TYPE IX - 4 IN 6" YELLOW | | | 0205 663001-018 0.320 MI | 2875.00000 920.00| 2833.31000 906.66| 2780.00000 889.60 EDGE LINE, TYPE IX - 4 IN 8" WHITE GORE | | | 0210 663001-018 0.230 MI | 2875.00000 661.25| 2833.30000 651.66| 2780.00000 639.40 EDGE LINE, TYPE IX - 4 IN 8" YELLOW GOR | | | 0215 663002-004 3.580 MI | 1300.00000 4654.00| 1250.00000 4475.00| 1260.00000 4510.80 LANE LINE , TYPE II - 4 IN TEMP. 6" | | | WHITE | | | 0220 663002-018 2.180 MI | 2100.00000 4578.00| 2058.16000 4486.79| 2000.00000 4360.00 LANE LINE , TYPE IX - 4 IN 6" WHITE | | | 0225 663005-010 29.000 LF | 27.50000 797.50| 26.50000 768.50| 26.00000 754.00 STOP LINE, TYPE V - 12 IN 24" WHITE | | | 0230 663007-010 1571.000 LF | 13.00000 20423.00| 12.50000 19637.50| 12.50000 19637.50 STRIPE, TYPE V 12" WHITE | | | 0235 663012-208 797.000 EA | 21.40000 17055.80| 27.26000 21726.22| 20.00000 15940.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0240 401001-001 AA1 17307.000 TN | 63.75000 1103321.25| 71.26000 1233296.82| 74.00000 1280718.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0245 401001-002 AA2 16580.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0250 402001-001 BB1 8653.000 TN | 77.50000 670607.50| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0255 402001-002 BB2 8290.000 TN | | 87.40000 724546.00| 91.00000 754390.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 3,906,933.21| $ 4,126,577.64| $ 4,582,840.42 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,906,933.21| $ 4,126,577.64| $ 4,582,840.42 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0521603 COUNTIES : PRESTON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : BIG RUN ARCH BRIDGE PROJECT(S) : S339-0051/00-002.02 00 ACBR 0051 028 D0 LOCATION: /BIG RUN, 1.18 MI N CO 80 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 289,300.00 100.0000% 2 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 342,632.35 118.4350% 3 55-0484695 PAULS CONCRETE, INC. $ 365,015.50 126.1720% 4 26-2434994 SAVAGE HEAVY HIGHWAY CORP. $ 369,592.80 127.7542% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 372,810.10 128.8663% 6 55-0527558 C & R BUILDERS, INC. $ 386,522.78 133.6062% 7 34-1199322 VELOTTA COMPANY, THE $ 440,150.15 152.1432% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0521603 COUNTIES : PRESTON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0778477 |( 3 ) 55-0484695 |BILCO CONSTRUCTION CO., INC. |HOKE BROTHERS CONTRACTING, I |PAULS CONCRETE, 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 | 12180.00000 12180.00| 30000.00000 30000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 14000.00000 14000.00| 17000.00000 17000.00| 20000.00000 20000.00 MOBILIZATION | | | 0015 207001-001 268.000 CY | 5.00000 1340.00| 0.01000 2.68| 12.00000 3216.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1463.000 SY | 1.00000 1463.00| 2.00000 2926.00| 2.00000 2926.00 FABRIC FOR SEPARATION | | | 0025 211001-000 779.000 CY | 9.00000 7011.00| 0.01000 7.79| 30.00000 23370.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 278.000 CY | 42.00000 11676.00| 40.00000 11120.00| 75.00000 20850.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 21.000 CY | 42.00000 882.00| 80.00000 1680.00| 75.00000 1575.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0040 604001-020 65.000 LF | 76.00000 4940.00| 110.00000 7150.00| 100.00000 6500.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0045 607001-001 175.000 LF | 33.00000 5775.00| 40.00000 7000.00| 25.00000 4375.00 TYPE 1 GUARDRAIL, CLASS II | | | 0050 636002-001 100.000 TN | 15.00000 1500.00| 25.00000 2500.00| 40.00000 4000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0055 636011-001 2780.000 UN | 1.00000 2780.00| 2.00000 5560.00| 1.00000 2780.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 100.000 HR | 40.00000 4000.00| 0.01000 1.00| 50.00000 5000.00 FLAGGER | | | 0070 636025-001 480.000 DA | 1.00000 480.00| 0.01000 4.80| 1.25000 600.00 WARNING LIGHTS, TYPE B | | | 0072 638004-001 1.000 EA | 120.00000 120.00| 250.00000 250.00| 30.00000 30.00 OUTLET MARKER | | | 0075 639001-001 LUMP | 9805.60000 9805.60| 7500.00000 7500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0080 640005-001 6.000 MO | 500.00000 3000.00| 500.00000 3000.00| 800.00000 4800.00 MINIMAL FIELD OFFICE | | | 0085 642004-001 36.000 LB | 7.70000 277.20| 0.01000 0.36| 5.00000 180.00 SEED MIXTURE, TEMPORARY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0521603 COUNTIES : PRESTON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0778477 |( 3 ) 55-0484695 |BILCO CONSTRUCTION CO., INC. |HOKE BROTHERS CONTRACTING, I |PAULS CONCRETE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642005-001 1.430 TN | 740.00000 1058.20| 1.00000 1.43| 800.00000 1144.00 MULCH, STRAW OR HAY | | | 0100 642006-001 0.290 TN | 1460.00000 423.40| 1.00000 0.29| 1000.00000 290.00 FERTILIZER | | | 0105 642012-001 400.000 LF | 2.00000 800.00| 5.00000 2000.00| 4.00000 1600.00 SILT FENCE | | | 0110 642031-001 3.000 EA | 50.00000 150.00| 50.00000 150.00| 150.00000 450.00 DITCH CHECK | | | 0115 401001-001 AA1 169.000 TN | 76.00000 12844.00| 115.00000 19435.00| 73.50000 12421.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0120 401001-002 AA2 161.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0125 401002-001 BB1 75.000 TN | 160.00000 12000.00| 155.00000 11625.00| 152.00000 11400.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0130 401002-002 BB2 72.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 108,505.40| $ 128,914.35| $ 147,507.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0135 203001-000 LUMP | 13650.00000 13650.00| 20000.00000 20000.00| 20000.00000 20000.00 DISMANTLING STRUCTURE | | | 0137 218006-000 141.000 CY | 42.00000 5922.00| 45.00000 6345.00| 80.00000 11280.00 FOUNDATION PROTECTION | | | 0140 601002-001 39.000 CY | 940.00000 36660.00| 750.00000 29250.00| 1200.00000 46800.00 CLASS B CONCRETE | | | 0145 602002-001 5054.000 LB | 1.90000 9602.60| 1.30000 6570.20| 2.00000 10108.00 EPOXY COATED REINFORCING STEEL BAR | | | 0150 603016-011 412.000 LF | 225.00000 92700.00| 264.40000 108932.80| 255.00000 105060.00 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0155 616005-004 200.000 LF | 55.00000 11000.00| 170.00000 34000.00| 100.00000 20000.00 HP10X57 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0160 619002-001 140.000 SY | 9.00000 1260.00| 8.00000 1120.00| 9.00000 1260.00 MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0521603 COUNTIES : PRESTON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0778477 |( 3 ) 55-0484695 |BILCO CONSTRUCTION CO., INC. |HOKE BROTHERS CONTRACTING, I |PAULS CONCRETE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 639001-001 LUMP | 10000.00000 10000.00| 7500.00000 7500.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 180,794.60| $ 213,718.00| $ 217,508.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 289,300.00| $ 342,632.35| $ 365,015.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0521603 COUNTIES : PRESTON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-2434994 |( 5 ) 55-0710073 |( 6 ) 55-0527558 |SAVAGE HEAVY HIGHWAY CORP. |TEAYS RIVER CONSTRUCTION COM |C & R BUILDERS, 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 | 10000.00000 10000.00| 21000.00000 21000.00| 3000.00000 3000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 18500.00000 18500.00| 18500.00000 18500.00| 15500.00000 15500.00 MOBILIZATION | | | 0015 207001-001 268.000 CY | 21.50000 5762.00| 35.00000 9380.00| 10.00000 2680.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1463.000 SY | 1.10000 1609.30| 4.00000 5852.00| 2.20000 3218.60 FABRIC FOR SEPARATION | | | 0025 211001-000 779.000 CY | 32.00000 24928.00| 35.00000 27265.00| 30.00000 23370.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 278.000 CY | 69.00000 19182.00| 60.00000 16680.00| 84.08000 23374.24 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 21.000 CY | 105.00000 2205.00| 60.00000 1260.00| 86.50000 1816.50 AGGREGATE BASE COURSE, CLASS 3 | | | 0040 604001-020 65.000 LF | 60.00000 3900.00| 70.00000 4550.00| 93.00000 6045.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0045 607001-001 175.000 LF | 35.40000 6195.00| 40.00000 7000.00| 36.00000 6300.00 TYPE 1 GUARDRAIL, CLASS II | | | 0050 636002-001 100.000 TN | 36.50000 3650.00| 20.00000 2000.00| 55.00000 5500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0055 636011-001 2780.000 UN | 1.35000 3753.00| 1.20000 3336.00| 1.33000 3697.40 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 100.000 HR | 52.00000 5200.00| 55.00000 5500.00| 48.00000 4800.00 FLAGGER | | | 0070 636025-001 480.000 DA | 1.40000 672.00| 1.25000 600.00| 1.38000 662.40 WARNING LIGHTS, TYPE B | | | 0072 638004-001 1.000 EA | 295.00000 295.00| 250.00000 250.00| 200.00000 200.00 OUTLET MARKER | | | 0075 639001-001 LUMP | 1500.00000 1500.00| 3000.00000 3000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0080 640005-001 6.000 MO | 1500.00000 9000.00| 1000.00000 6000.00| 1500.00000 9000.00 MINIMAL FIELD OFFICE | | | 0085 642004-001 36.000 LB | 17.50000 630.00| 20.00000 720.00| 59.00000 2124.00 SEED MIXTURE, TEMPORARY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0521603 COUNTIES : PRESTON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-2434994 |( 5 ) 55-0710073 |( 6 ) 55-0527558 |SAVAGE HEAVY HIGHWAY CORP. |TEAYS RIVER CONSTRUCTION COM |C & R BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642005-001 1.430 TN | 1300.00000 1859.00| 1400.00000 2002.00| 840.00000 1201.20 MULCH, STRAW OR HAY | | | 0100 642006-001 0.290 TN | 1300.00000 377.00| 1400.00000 406.00| 1190.00000 345.10 FERTILIZER | | | 0105 642012-001 400.000 LF | 4.00000 1600.00| 2.00000 800.00| 9.00000 3600.00 SILT FENCE | | | 0110 642031-001 3.000 EA | 75.00000 225.00| 125.00000 375.00| 100.00000 300.00 DITCH CHECK | | | 0115 401001-001 AA1 169.000 TN | 82.00000 13858.00| 90.00000 15210.00| 119.00000 20111.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0120 401001-002 AA2 161.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0125 401002-001 BB1 75.000 TN | 172.00000 12900.00| 185.00000 13875.00| 144.00000 10800.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0130 401002-002 BB2 72.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 147,800.30| $ 165,561.00| $ 150,645.44 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0135 203001-000 LUMP | 16000.00000 16000.00| 8500.00000 8500.00| 21000.00000 21000.00 DISMANTLING STRUCTURE | | | 0137 218006-000 141.000 CY | 75.00000 10575.00| 60.00000 8460.00| 85.00000 11985.00 FOUNDATION PROTECTION | | | 0140 601002-001 39.000 CY | 700.00000 27300.00| 850.00000 33150.00| 950.00000 37050.00 CLASS B CONCRETE | | | 0145 602002-001 5054.000 LB | 1.25000 6317.50| 1.65000 8339.10| 1.71000 8642.34 EPOXY COATED REINFORCING STEEL BAR | | | 0150 603016-011 412.000 LF | 275.00000 113300.00| 275.00000 113300.00| 260.00000 107120.00 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0155 616005-004 200.000 LF | 220.00000 44000.00| 145.00000 29000.00| 220.00000 44000.00 HP10X57 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0160 619002-001 140.000 SY | 20.00000 2800.00| 25.00000 3500.00| 22.00000 3080.00 MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0521603 COUNTIES : PRESTON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-2434994 |( 5 ) 55-0710073 |( 6 ) 55-0527558 |SAVAGE HEAVY HIGHWAY CORP. |TEAYS RIVER CONSTRUCTION COM |C & R BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 639001-001 LUMP | 1500.00000 1500.00| 3000.00000 3000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 221,792.50| $ 207,249.10| $ 235,877.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 369,592.80| $ 372,810.10| $ 386,522.78 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0521603 COUNTIES : PRESTON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | 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 | 4000.00000 4000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 20000.00000 20000.00| | MOBILIZATION | | | 0015 207001-001 268.000 CY | 35.00000 9380.00| | UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1463.000 SY | 2.50000 3657.50| | FABRIC FOR SEPARATION | | | 0025 211001-000 779.000 CY | 25.00000 19475.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 278.000 CY | 65.00000 18070.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 21.000 CY | 100.00000 2100.00| | AGGREGATE BASE COURSE, CLASS 3 | | | 0040 604001-020 65.000 LF | 100.00000 6500.00| | 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0045 607001-001 175.000 LF | 31.00000 5425.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0050 636002-001 100.000 TN | 25.00000 2500.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0055 636011-001 2780.000 UN | 0.75000 2085.00| | TRAFFIC CONTROL DEVICE | | | 0060 636014-001 100.000 HR | 60.00000 6000.00| | FLAGGER | | | 0070 636025-001 480.000 DA | 1.55000 744.00| | WARNING LIGHTS, TYPE B | | | 0072 638004-001 1.000 EA | 318.60000 318.60| | OUTLET MARKER | | | 0075 639001-001 LUMP | 6000.00000 6000.00| | CONSTRUCTION LAYOUT STAKE | | | 0080 640005-001 6.000 MO | 1000.00000 6000.00| | MINIMAL FIELD OFFICE | | | 0085 642004-001 36.000 LB | 15.00000 540.00| | SEED MIXTURE, TEMPORARY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0521603 COUNTIES : PRESTON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642005-001 1.430 TN | 1100.00000 1573.00| | MULCH, STRAW OR HAY | | | 0100 642006-001 0.290 TN | 1100.00000 319.00| | FERTILIZER | | | 0105 642012-001 400.000 LF | 5.00000 2000.00| | SILT FENCE | | | 0110 642031-001 3.000 EA | 50.00000 150.00| | DITCH CHECK | | | 0115 401001-001 AA1 169.000 TN | 69.20000 11694.80| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0120 401001-002 AA2 161.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0125 401002-001 BB1 75.000 TN | 143.43000 10757.25| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0130 401002-002 BB2 72.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 139,289.15| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0135 203001-000 LUMP | 45000.00000 45000.00| | DISMANTLING STRUCTURE | | | 0137 218006-000 141.000 CY | 80.00000 11280.00| | FOUNDATION PROTECTION | | | 0140 601002-001 39.000 CY | 1400.00000 54600.00| | CLASS B CONCRETE | | | 0145 602002-001 5054.000 LB | 1.50000 7581.00| | EPOXY COATED REINFORCING STEEL BAR | | | 0150 603016-011 412.000 LF | 300.00000 123600.00| | 21X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0155 616005-004 200.000 LF | 250.00000 50000.00| | HP10X57 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0160 619002-001 140.000 SY | 20.00000 2800.00| | MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0521603 COUNTIES : PRESTON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 639001-001 LUMP | 6000.00000 6000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 300,861.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 440,150.15| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : KEYSER - MCCOOLE BRIDGE PROJECT(S) : S329-0220/00-014.83 00 00BR 0220 034 000 LOCATION: / WV 46, CSX, POTOMAC RIVER ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 23,412,800.00 100.0000% 2 23-1374051 NEW ENTERPRISE STONE & LIME CO., INC. $ 23,890,808.53 102.0417% 3 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 23,910,328.00 102.1250% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 24,026,545.96 102.6214% 5 25-1021993 TRUMBULL CORPORATION $ 24,185,878.47 103.3019% 6 55-0345840 VECELLIO & GROGAN, INC. $ 25,618,173.95 109.4195% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRIAN & PAVE - WV | | | 0005 201001-000 1.000 LS | 186485.88000 186485.88| 78000.00000 78000.00| 135000.00000 135000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 37100.00000 37100.00| 23300.00000 23300.00| 25000.00000 25000.00 BUILDING DEMOLITION NUMBER, 14/1 | | | 0015 202001-000 1.000 LS | 5000.00000 5000.00| 2900.00000 2900.00| 3000.00000 3000.00 BUILDING DEMOLITION NUMBER, 14/2 | | | 0020 202001-000 1.000 LS | 5000.00000 5000.00| 2900.00000 2900.00| 3000.00000 3000.00 BUILDING DEMOLITION NUMBER, 14/3 | | | 0025 202001-000 1.000 LS | 9100.00000 9100.00| 9500.00000 9500.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 15/1 | | | 0030 202001-000 1.000 LS | 6100.00000 6100.00| 6800.00000 6800.00| 6500.00000 6500.00 BUILDING DEMOLITION NUMBER, 15/2 | | | 0035 202001-000 1.000 LS | 9000.00000 9000.00| 5650.00000 5650.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 15/3 | | | 0040 202001-000 1.000 LS | 0.01000 0.01| 5650.00000 5650.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 15/4 | | | 0045 202001-000 1.000 LS | 22750.00000 22750.00| 43300.00000 43300.00| 40000.00000 40000.00 BUILDING DEMOLITION NUMBER, 18/1 | | | 0050 202001-000 1.000 LS | 61000.00000 61000.00| 11000.00000 11000.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 19/1 | | | 0055 202001-000 1.000 LS | 1800.00000 1800.00| 11300.00000 11300.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 21/1 | | | 0060 202001-000 1.000 LS | 225.00000 225.00| 5100.00000 5100.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 24/1 | | | 0065 202001-000 1.000 LS | 9000.00000 9000.00| 15800.00000 15800.00| 15000.00000 15000.00 BUILDING DEMOLITION NUMBER, 26/1 | | | 0070 202001-000 1.000 LS | 0.05000 0.05| 5300.00000 5300.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 27/1 | | | 0075 202001-000 1.000 LS | 32775.00000 32775.00| 13750.00000 13750.00| 12000.00000 12000.00 BUILDING DEMOLITION NUMBER, 28/1 | | | 0080 202001-000 1.000 LS | 22100.00000 22100.00| 1050.00000 1050.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 32-1/1 | | | 0085 202001-000 1.000 LS | 29550.00000 29550.00| 19000.00000 19000.00| 18000.00000 18000.00 BUILDING DEMOLITION NUMBER, 33/1 | | | 0090 202001-000 1.000 LS | 12100.00000 12100.00| 8425.00000 8425.00| 7000.00000 7000.00 BUILDING DEMOLITION NUMBER, 4/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 202001-000 1.000 LS | 10.00000 10.00| 16600.00000 16600.00| 15000.00000 15000.00 BUILDING DEMOLITION NUMBER, 4/2 | | | 0100 202001-000 1.000 LS | 16100.00000 16100.00| 8650.00000 8650.00| 8000.00000 8000.00 BUILDING DEMOLITION NUMBER, 5/1 | | | 0105 202001-000 1.000 LS | 5600.00000 5600.00| 8650.00000 8650.00| 8000.00000 8000.00 BUILDING DEMOLITION NUMBER, 50/1 | | | 0110 202001-000 1.000 LS | 900.00000 900.00| 550.00000 550.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 50/2 | | | 0115 202001-000 1.000 LS | 6200.00000 6200.00| 9100.00000 9100.00| 8500.00000 8500.00 BUILDING DEMOLITION NUMBER, 51/1 | | | 0120 202001-000 1.000 LS | 5300.00000 5300.00| 7900.00000 7900.00| 7000.00000 7000.00 BUILDING DEMOLITION NUMBER, 53/1 | | | 0125 202001-000 1.000 LS | 7100.00000 7100.00| 7900.00000 7900.00| 7000.00000 7000.00 BUILDING DEMOLITION NUMBER, 54/1 | | | 0130 202001-000 1.000 LS | 0.01000 0.01| 1.00000 1.00| 100.00000 100.00 BUILDING DEMOLITION NUMBER, 55/1 | | | 0135 202002-000 LUMP | 1300.00000 1300.00| 1200.00000 1200.00| 1500.00000 1500.00 WATER WELL ABANDONMENT NUMBER, 66/4 | | | 0140 202002-000 LUMP | 1300.00000 1300.00| 1200.00000 1200.00| 1500.00000 1500.00 WATER WELL ABANDONMENT NUMBER, 68/3 | | | 0145 202002-000 LUMP | 1300.00000 1300.00| 1200.00000 1200.00| 1500.00000 1500.00 WATER WELL ABANDONMENT NUMBER, 71/2 | | | 0150 202002-000 LUMP | 1300.00000 1300.00| 1200.00000 1200.00| 1500.00000 1500.00 WATER WELL ABANDONMENT NUMBER, 73/5 | | | 0155 202002-000 LUMP | 1300.00000 1300.00| 1200.00000 1200.00| 1500.00000 1500.00 WATER WELL ABANDONMENT NUMBER, 73/6 | | | 0160 202002-000 LUMP | 1300.00000 1300.00| 1200.00000 1200.00| 1500.00000 1500.00 WATER WELL ABANDONMENT NUMBER, 74/3 | | | 0165 202002-000 LUMP | 1300.00000 1300.00| 1200.00000 1200.00| 1500.00000 1500.00 WATER WELL ABANDONMENT NUMBER, 75/4 | | | 0170 202002-000 LUMP | 1200.00000 1200.00| 1200.00000 1200.00| 1500.00000 1500.00 WATER WELL ABANDONMENT NUMBER, 76/5 | | | 0175 202003-000 LUMP | 2550.00000 2550.00| 950.00000 950.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 66/3 | | | 0180 202003-000 LUMP | 2550.00000 2550.00| 950.00000 950.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 73/4 | | | 0185 202003-000 LUMP | 2550.00000 2550.00| 950.00000 950.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 74/2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 202003-000 LUMP | 2550.00000 2550.00| 950.00000 950.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 75/5 | | | 0195 202003-000 LUMP | 2550.00000 2550.00| 950.00000 950.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 76/4 | | | 0200 204001-000 LUMP | 1195313.75000 1195313.75| 790500.00000 790500.00| 1181000.00000 1181000.00 MOBILIZATION | | | 0205 207001-001 8171.000 CY | 20.00000 163420.00| 19.80000 161785.80| 25.00000 204275.00 UNCLASSIFIED EXCAVATION | | | 0210 207002-000 350.000 CY | 35.00000 12250.00| 48.50000 16975.00| 40.00000 14000.00 SUBGRADE | | | 0215 207034-000 12438.000 SY | 1.60000 19900.80| 1.85000 23010.30| 2.00000 24876.00 FABRIC FOR SEPARATION | | | 0220 211001-000 7155.000 CY | 10.50000 75127.50| 9.90000 70834.50| 30.00000 214650.00 UNCLASSIFIED BORROW EXCAVATION | | | 0222 212004-000 2.000 EA | 13000.00000 26000.00| 40250.00000 80500.00| 1000.00000 2000.00 COFFERDAM | | | 0225 307001-000 2136.000 CY | 55.00000 117480.00| 42.50000 90780.00| 35.00000 74760.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0230 408002-001 5.000 GA | 5.60000 28.00| 6.20000 31.00| 2.00000 10.00 BITUMINOUS MATERIAL | | | 0235 415005-001 3082.000 SY | 5.35000 16488.70| 5.90000 18183.80| 2.00000 6164.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0240 501005-008 55.000 SY | 110.00000 6050.00| 114.00000 6270.00| 200.00000 11000.00 8 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0245 502001-012 124.000 SY | 200.00000 24800.00| 242.00000 30008.00| 225.00000 27900.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0250 506002-001 252.000 SY | 60.00000 15120.00| 150.00000 37800.00| 125.00000 31500.00 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0255 601006-001 100.000 CY | 235.00000 23500.00| 185.00000 18500.00| 175.00000 17500.00 CLASS D CONCRETE | | | 0260 604037-012 40.000 LF | 118.00000 4720.00| 47.00000 1880.00| 120.00000 4800.00 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0265 604037-016 804.000 LF | 86.00000 69144.00| 61.00000 49044.00| 100.00000 80400.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 604037-020 119.000 LF | 175.00000 20825.00| 71.00000 8449.00| 125.00000 14875.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0275 604037-024 533.000 LF | 205.00000 109265.00| 93.00000 49569.00| 200.00000 106600.00 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0280 604076-016 886.000 LF | 85.00000 75310.00| 43.00000 38098.00| 85.00000 75310.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0285 604076-020 172.000 LF | 90.00000 15480.00| 47.00000 8084.00| 110.00000 18920.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0290 604076-022 10.000 LF | 100.00000 1000.00| 87.00000 870.00| 175.00000 1750.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0295 604076-024 209.000 LF | 130.00000 27170.00| 61.00000 12749.00| 175.00000 36575.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0300 605001-001 8.000 EA | 4200.00000 33600.00| 4500.00000 36000.00| 3500.00000 28000.00 TYPE A MANHOLE | | | 0305 605004-001 13.000 EA | 2600.00000 33800.00| 2150.00000 27950.00| 2200.00000 28600.00 TYPE B INLET | | | 0310 605007-001 2.000 EA | 11000.00000 22000.00| 5300.00000 10600.00| 5500.00000 11000.00 TYPE E INLET ,10 FOOT OPENING | | | 0315 605007-001 7.000 EA | 10000.00000 70000.00| 4800.00000 33600.00| 5500.00000 38500.00 TYPE E INLET ,6 FOOT OPENING | | | 0320 605007-001 1.000 EA | 11000.00000 11000.00| 5000.00000 5000.00| 6000.00000 6000.00 TYPE E INLET ,8 FOOT OPENING | | | 0325 605014-001 12.000 EA | 4750.00000 57000.00| 2400.00000 28800.00| 2200.00000 26400.00 MODIFIED INLET, TYPE B | | | 0330 605014-001 3.000 EA | 11500.00000 34500.00| 5900.00000 17700.00| 6000.00000 18000.00 MODIFIED INLET, TYPE E, 10 FOOT OPENING | | | 0335 605014-001 3.000 EA | 11500.00000 34500.00| 6400.00000 19200.00| 6500.00000 19500.00 MODIFIED INLET, TYPE E, 12 FOOT OPENING | | | 0340 605014-001 1.000 EA | 12500.00000 12500.00| 6800.00000 6800.00| 7000.00000 7000.00 MODIFIED INLET, TYPE E, 16 FOOT OPENING | | | 0345 605014-001 2.000 EA | 11000.00000 22000.00| 5300.00000 10600.00| 7000.00000 14000.00 MODIFIED INLET, TYPE E, 8 FOOT OPENING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0350 605016-001 1.000 EA | 2800.00000 2800.00| 7800.00000 7800.00| 3500.00000 3500.00 MODIFIED MANHOLE TYPE A | | | 0355 606029-001 3876.000 LF | 13.00000 50388.00| 11.50000 44574.00| 10.00000 38760.00 FREE DRAINING BASE TRENCH | | | 0360 606030-001 324.000 LF | 45.00000 14580.00| 13.30000 4309.20| 12.00000 3888.00 OUTLET PIPE, 6 INCH | | | 0365 609001-001 1725.000 SY | 48.00000 82800.00| 57.00000 98325.00| 55.00000 94875.00 CONCRETE SIDEWALK | | | 0370 609002-001 193.000 CY | 100.00000 19300.00| 145.00000 27985.00| 45.00000 8685.00 BED COURSE MATERIAL | | | 0375 609005-001 40.000 EA | 900.00000 36000.00| 360.00000 14400.00| 1000.00000 40000.00 SIDEWALK RAMP | | | 0380 610001-001 1200.000 LF | 48.00000 57600.00| 27.00000 32400.00| 35.00000 42000.00 PLAIN CONCRETE CURBING, TYPE I | | | 0385 610003-001 4391.000 LF | 35.00000 153685.00| 32.00000 140512.00| 40.00000 175640.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0390 617001-001 345.000 LF | 45.00000 15525.00| 83.00000 28635.00| 70.00000 24150.00 PIPE RAILING | | | 0395 636006-001 7.000 DA | 600.00000 4200.00| 680.00000 4760.00| 350.00000 2450.00 PILOT TRUCK AND DRIVER | | | 0400 636007-001 9000.000 LF | 0.85000 7650.00| 0.95000 8550.00| 0.75000 6750.00 ERADICATION OF PAVEMENT MARKING | | | 0405 636008-001 39500.000 LF | 0.23000 9085.00| 0.20000 7900.00| 0.25000 9875.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN , | | | 5" MD | | | 0410 636009-001 3100.000 LF | 1.35000 4185.00| 1.30000 4030.00| 1.50000 4650.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN , | | | 5" MD | | | 0415 636011-001 19210.000 UN | 0.78000 14983.80| 0.90000 17289.00| 1.00000 19210.00 TRAFFIC CONTROL DEVICE | | | 0420 636012-010 6.000 EA | 350.00000 2100.00| 695.00000 4170.00| 350.00000 2100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0425 636013-001 200.000 EA | 3.50000 700.00| 4.50000 900.00| 3.00000 600.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0430 636014-001 600.000 HR | 50.00000 30000.00| 46.00000 27600.00| 45.00000 27000.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0435 636014-002 160.000 HR | 50.00000 8000.00| 61.00000 9760.00| 50.00000 8000.00 TRAFFIC DIRECTOR | | | 0440 636017-001 820.000 LF | 25.00000 20500.00| 29.00000 23780.00| 28.00000 22960.00 TEMPORARY CONCRETE BARRIER | | | 0445 636018-001 1005.000 LF | 4.00000 4020.00| 7.75000 7788.75| 8.00000 8040.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0450 636021-001 100.000 DA | 16.00000 1600.00| 18.00000 1800.00| 20.00000 2000.00 ELECTRIC ARROW | | | 0455 636022-001 120.000 DA | 65.00000 7800.00| 72.00000 8640.00| 70.00000 8400.00 CHANGEABLE MESSAGE SIGN | | | 0460 636023-001 1.000 LS | 57500.00000 57500.00| 63800.00000 63800.00| 40000.00000 40000.00 TEMPORARY TRAFFIC SIGNAL | | | 0465 636026-001 LUMP | 6000.00000 6000.00| 7800.00000 7800.00| 6200.00000 6200.00 TEMPORARY LIGHTING | | | 0470 638002-001 91.000 EA | 45.00000 4095.00| 95.00000 8645.00| 100.00000 9100.00 RIGHT OF WAY MARKER | | | 0475 639001-001 LUMP | 100000.00000 100000.00| 21500.00000 21500.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0480 640002-001 40.000 MO | 2600.00000 104000.00| 2200.00000 88000.00| 1800.00000 72000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0485 640003-001 LUMP | 1500.00000 1500.00| 11300.00000 11300.00| 15000.00000 15000.00 BUILDING EQUIPMENT | | | 0490 642004-001 255.000 LB | 1.01000 257.55| 1.10000 280.50| 1.00000 255.00 SEED MIXTURE, TEMPORARY | | | 0495 642004-002 255.000 LB | 3.02000 770.10| 3.30000 841.50| 3.00000 765.00 SEED MIXTURE, B | | | 0500 642005-001 5.330 TN | 403.00000 2147.99| 445.00000 2371.85| 400.00000 2132.00 MULCH, STRAW OR HAY | | | 0505 642006-001 1.050 TN | 528.94000 555.39| 582.00000 611.10| 550.00000 577.50 FERTILIZER | | | 0510 642010-001 8.000 TN | 20.15000 161.20| 22.00000 176.00| 20.00000 160.00 AGRICULTURAL LIMESTONE | | | 0515 642012-001 2103.000 LF | 3.25000 6834.75| 5.00000 10515.00| 5.00000 10515.00 SILT FENCE | | | 0520 642040-001 68.000 EA | 115.00000 7820.00| 390.00000 26520.00| 125.00000 8500.00 INLET PROTECTION | | | 0525 651001-001 323.000 CY | 40.00000 12920.00| 48.00000 15504.00| 25.00000 8075.00 FURNISHING AND PLACING TOPSOIL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0530 652001-001 3.000 TN | 20.15000 60.45| 22.00000 66.00| 20.00000 60.00 AGRICULTURAL LIMESTONE | | | 0535 652002-001 0.300 TN | 856.38000 256.91| 942.00000 282.60| 900.00000 270.00 FERTILIZER, 10-20-10 | | | 0540 652002-002 0.090 TN | 2015.00000 181.35| 2200.00000 198.00| 2000.00000 180.00 FERTILIZER, UREA FORMALDEHYDE | | | 0545 652003-001 60.000 LB | 3.02000 181.20| 3.30000 198.00| 3.00000 180.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0550 652004-001 2.000 TN | 352.63000 705.26| 390.00000 780.00| 350.00000 700.00 STRAW OR HAY MULCH | | | 0555 663005-008 550.000 LF | 1.65000 907.50| 14.00000 7700.00| 2.00000 1100.00 STOP LINE, TYPE IV ,24" WHITE, TEMPORAR | | | 0560 663007-004 420.000 LF | 1.65000 693.00| 6.90000 2898.00| 2.00000 840.00 STRIPE, TYPE II ,12" WHITE, TEMPORARY | | | 0565 664001-009 5.000 EA | 1500.00000 7500.00| 1675.00000 8375.00| 2000.00000 10000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0570 664011-001 4.000 EA | 3000.00000 12000.00| 3325.00000 13300.00| 3200.00000 12800.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE II | | | 0575 664011-001 1.000 EA | 2500.00000 2500.00| 2775.00000 2775.00| 2500.00000 2500.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE V | | | 0580 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0585 401001-011 AA1 5229.000 TN | 63.30000 330995.70| 70.00000 366030.00| 65.00000 339885.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0590 401001-012 AA2 5020.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0595 401001-011 BB1 2069.000 TN | 76.10000 157450.90| 84.00000 173796.00| 78.00000 161382.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0600 401001-012 BB2 1986.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0605 402001-011 CC1 1272.000 TN | 74.75000 95082.00| 83.00000 105576.00| 75.00000 95400.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0610 402001-012 CC2 1219.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0615 626003-101 DD1 300.000 SF | 33.00000 9900.00| | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, KEYSYSTEM I | | | 0620 626003-102 DD2 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, MESA | | | 0625 626003-103 DD3 300.000 SF | | | 55.00000 16500.00 MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, LANDMARK | | | 0630 626003-301 DD4 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, ANCHOR | | | 0635 626003-302 DD5 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, KEYSTONE | | | 0640 626003-303 DD6 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, TENSAR | | | 0645 626003-401 DD7 300.000 SF | | 44.00000 13200.00| MSE MODULAR BLOCK RETAINING WALL, CLASS | | | IV, ANCHOR | | | 0650 626003-402 DD8 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | IV, KEYSTONE | | | 0655 636002-001 EE1 100.000 TN | 40.00000 4000.00| 36.00000 3600.00| 45.00000 4500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0660 636002-002 EE2 96.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 4,338,716.75| $ 3,536,744.90| $ 4,122,174.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10907 | | | 0665 203001-000 LUMP | 850000.00000 850000.00| 560500.00000 560500.00| 590000.00000 590000.00 DISMANTLING STRUCTURE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0667 212001-000 990.000 CY | 80.00000 79200.00| 16.00000 15840.00| 50.00000 49500.00 STRUCTURE EXCAVATION | | | 0670 601002-001 1459.000 CY | 475.00000 693025.00| 462.00000 674058.00| 725.00000 1057775.00 CLASS B CONCRETE | | | 0675 601002-003 961.000 CY | 625.00000 600625.00| 685.00000 658285.00| 800.00000 768800.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0680 601009-001 4607.000 CY | 500.00000 2303500.00| 589.00000 2713523.00| 425.00000 1957975.00 CLASS H CONCRETE | | | 0685 601009-003 429.000 CY | 1200.00000 514800.00| 1161.00000 498069.00| 800.00000 343200.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0690 602001-001 322097.000 LB | 1.00000 322097.00| 1.14000 367190.58| 1.00000 322097.00 REINFORCING STEEL BAR | | | 0695 602002-001 973243.000 LB | 1.05000 1021905.15| 1.05000 1021905.15| 1.00000 973243.00 EPOXY COATED REINFORCING STEEL BAR | | | 0700 617001-001 95.000 LF | 75.00000 7125.00| 94.50000 8977.50| 150.00000 14250.00 PIPE RAILING | | | 0705 617003-001 2431.000 LF | 60.00000 145860.00| 69.50000 168954.50| 70.00000 170170.00 ALUMINUM RAILING ,2 RAIL | | | 0710 617003-001 2292.000 LF | 90.00000 206280.00| 98.00000 224616.00| 95.00000 217740.00 ALUMINUM RAILING ,3 RAIL | | | 0715 624001-001 404.000 LF | 8.50000 3434.00| 8.50000 3434.00| 10.00000 4040.00 PREFORMED ELASTOMERIC JOINT SEALER | | | 0720 625001-020 333.000 LF | 1100.00000 366300.00| 1200.00000 399600.00| 800.00000 266400.00 60 INCH DIAMETER DRILLED CAISSONS | | | 0725 625001-028 232.000 LF | 1790.00000 415280.00| 2004.00000 464928.00| 1275.00000 295800.00 84 INCH DIAMETER DRILLED CAISSONS | | | 0730 625003-020 100.000 LF | 1500.00000 150000.00| 1600.00000 160000.00| 1900.00000 190000.00 60 INCH ROCK SOCKET FOUNDATION | | | 0735 625003-028 267.000 LF | 1800.00000 480600.00| 2112.00000 563904.00| 1800.00000 480600.00 84 INCH ROCK SOCKET FOUNDATION | | | 0740 625005-001 1163.000 LF | 35.00000 40705.00| 72.00000 83736.00| 80.00000 93040.00 PREINSTALLATION CORE HOLE | | | 0745 627008-001 16.000 EA | 7500.00000 120000.00| 8950.00000 143200.00| 7000.00000 112000.00 GUIDED BEARING, ELASTOMERIC | | | 0750 627008-002 33.000 EA | 4800.00000 158400.00| 4575.00000 150975.00| 5000.00000 165000.00 NON-GUIDED BEARINGS, ELASTOMERIC | | | 0755 627008-003 6.000 EA | 7100.00000 42600.00| 8670.00000 52020.00| 7200.00000 43200.00 FIXED BEARINGS, ELASTOMERIC | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0760 627023-001 112.000 LF | 2650.00000 296800.00| 2325.00000 260400.00| 2200.00000 246400.00 EXPANSION DAM, STEEL FINGER JOINT | | | 0765 639001-001 LUMP | 100000.00000 100000.00| 401300.00000 401300.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0775 643010-022 60.000 LF | 100.00000 6000.00| 215.00000 12900.00| 150.00000 9000.00 8 INCH FIBERGLASS PIPE, . | | | 0780 662002-001 LUMP | 17500.00000 17500.00| 21400.00000 21400.00| 42000.00000 42000.00 GALVANIZED STEEL CONDUIT | | | 0785 662003-001 1.000 LS | 2500.00000 2500.00| 2800.00000 2800.00| 3300.00000 3300.00 POLYVINYLCHLORIDE CONDUIT, APPROACH | | | SLABS | | | 0790 662003-001 1.000 LS | 62500.00000 62500.00| 69300.00000 69300.00| 45000.00000 45000.00 POLYVINYLCHLORIDE CONDUIT, BRIDGE | | | 0795 662003-001 1.000 LS | 2500.00000 2500.00| 2800.00000 2800.00| 30000.00000 30000.00 POLYVINYLCHLORIDE CONDUIT, RETAINING | | | WALLS | | | 0800 662006-001 14.000 EA | 1000.00000 14000.00| 1100.00000 15400.00| 1000.00000 14000.00 JUNCTION BOX, TYPE A, MODIFIED | | | 0805 615001-002 FF1 5352125.000 LB | 1.12000 5994380.00| 1.20000 6422550.00| 1.31000 7011283.75 STEEL SUPERSTRUCTURE, STIFFENEDED OPTIO | | | 0810 615001-002 FF2 5554009.000 LB | | | STEEL SUPERSTRUCTURE, UNSTIFFENDED | | | OPTION | | | 0815 626002-002 GG1 8064.000 SF | 59.00000 475776.00| 56.00000 451584.00| 75.00000 604800.00 MSE RETAINING WALL, REINFORCED EARTH , | | | WALL 1 | | | 0820 626002-003 GG2 8064.000 SF | | | MSE RETAINING WALL, ISOGRID ,WALL 1 | | | 0825 626002-004 GG3 8064.000 SF | | | MSE RETAINING WALL, MSE PLUS ,WALL 1 | | | 0830 626002-005 GG4 8064.000 SF | | | MSE RETAINING WALL, ARES ,WALL 1 | | | 0835 626002-006 GG5 8064.000 SF | | | MSE RETAINING WALL, TRICON ,WALL 1 | | | 0840 626002-007 GG6 8064.000 SF | | | MSE RETAINING WALL, EARTHTRAC HA ,WALL | | | 0845 626002-002 HH1 2910.000 SF | 70.00000 203700.00| 58.50000 170235.00| 75.00000 218250.00 MSE RETAINING WALL, REINFORCED EARTH , | | | WALL 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -12 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0850 626002-003 HH2 2910.000 SF | | | MSE RETAINING WALL, ISOGRID ,WALL 2 | | | 0855 626002-004 HH3 2910.000 SF | | | MSE RETAINING WALL, MSE PLUS ,WALL 2 | | | 0860 626002-005 HH4 2910.000 SF | | | MSE RETAINING WALL, ARES ,WALL 2 | | | 0865 626002-006 HH5 2910.000 SF | | | MSE RETAINING WALL, TRICON ,WALL 2 | | | 0870 626002-007 HH6 2910.000 SF | | | MSE RETAINING WALL, EARTHTRAC HA ,WALL | | | SECTION TOTALS | $ 15,697,392.15| $ 16,764,384.73| $ 16,353,863.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS - WV | | | 0875 657008-001 177.000 LF | 8.00000 1416.00| 8.80000 1557.60| 8.00000 1416.00 2.00 LB CHANNEL POST | | | 0880 657010-001 599.000 LF | 9.00000 5391.00| 10.00000 5990.00| 9.00000 5391.00 3.00 LB CHANNEL POST | | | 0885 657017-001 5.000 CY | 1500.00000 7500.00| 1662.00000 8310.00| 1500.00000 7500.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0890 657018-001 26.000 EA | 50.00000 1300.00| 55.00000 1430.00| 55.00000 1430.00 POST REMOVAL | | | 0895 657019-001 1.000 EA | 1200.00000 1200.00| 1330.00000 1330.00| 1200.00000 1200.00 PIPE POST ,TYPE 1 | | | 0900 657019-001 5.000 EA | 1300.00000 6500.00| 1440.00000 7200.00| 1300.00000 6500.00 PIPE POST ,TYPE 2 | | | 0905 657019-001 4.000 EA | 2100.00000 8400.00| 2325.00000 9300.00| 2200.00000 8800.00 PIPE POST ,TYPE 7 | | | 0910 657019-001 3.000 EA | 2100.00000 6300.00| 2325.00000 6975.00| 2200.00000 6600.00 PIPE POST ,TYPE 9 | | | 0915 661001-001 745.000 SF | 20.00000 14900.00| 22.00000 16390.00| 20.00000 14900.00 0.080 IN FLAT SHEET SIGN | | | 0920 661011-001 9.000 EA | 150.00000 1350.00| 166.00000 1494.00| 155.00000 1395.00 INSTALLATION OF REUSABLE SIGN | | | 0925 663001-004 9310.000 LF | 0.23000 2141.30| 0.28000 2606.80| 0.25000 2327.50 EDGE LINE, TYPE II - 4 IN , 4" WHITE | | | 0930 663002-005 10190.000 LF | 0.23000 2343.70| 0.28000 2853.20| 0.25000 2547.50 LANE LINE , TYPE II - 4 IN ,4" YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -13 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0935 663004-011 1460.000 LF | 7.00000 10220.00| 5.00000 7300.00| 8.00000 11680.00 CHANNELIZING LINE, TYPE V - 8 IN ,8" | | | WHITE | | | 0940 663005-010 230.000 LF | 13.00000 2990.00| 14.00000 3220.00| 12.00000 2760.00 STOP LINE, TYPE V - 12 IN ,24" WHITE | | | 0945 663007-010 200.000 LF | 9.00000 1800.00| 7.00000 1400.00| 10.00000 2000.00 STRIPE, TYPE V ,12" WHITE | | | 0950 663007-010 100.000 LF | 9.00000 900.00| 7.00000 700.00| 9.00000 900.00 STRIPE, TYPE V ,12" YELLOW | | | 0955 663010-010 18.000 EA | 175.00000 3150.00| 194.00000 3492.00| 180.00000 3240.00 ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | 0960 663011-010 8.000 EA | 45.00000 360.00| 75.00000 600.00| 45.00000 360.00 LANE LETTER, TYPE V | | | 0965 663012-208 28.000 EA | 23.00000 644.00| 29.00000 812.00| 25.00000 700.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 78,806.00| $ 82,960.60| $ 81,647.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 HIGHWAY LIGHTING - WV | | | 0970 662002-001 LUMP | 72500.00000 72500.00| 80400.00000 80400.00| 150000.00000 150000.00 GALVANIZED STEEL CONDUIT ,WV-1 | | | 0975 662006-001 18.000 EA | 1500.00000 27000.00| 1665.00000 29970.00| 1100.00000 19800.00 JUNCTION BOX, TYPE H | | | 0980 662007-001 20.000 EA | 575.00000 11500.00| 640.00000 12800.00| 530.00000 10600.00 LUMINAIRE, 250W | | | 0985 662008-001 1.000 LS | 37500.00000 37500.00| 41600.00000 41600.00| 100000.00000 100000.00 CABLE, WV-1 | | | 0990 662010-001 1.000 EA | 3950.00000 3950.00| 4400.00000 4400.00| 3200.00000 3200.00 LIGHTING SUPPORT, TYPE I, 40-10 | | | 0995 662010-001 3.000 EA | 4250.00000 12750.00| 4700.00000 14100.00| 3300.00000 9900.00 LIGHTING SUPPORT, TYPE I, 40-12 | | | 1000 662010-001 8.000 EA | 3250.00000 26000.00| 3600.00000 28800.00| 3500.00000 28000.00 LIGHTING SUPPORT, TYPE I, 40-15 | | | 1005 662010-001 5.000 EA | 2250.00000 11250.00| 2500.00000 12500.00| 3500.00000 17500.00 LIGHTING SUPPORT, TYPE I, 40-20 | | | 1010 662010-001 6.000 EA | 4250.00000 25500.00| 4700.00000 28200.00| 3200.00000 19200.00 LIGHTING SUPPORT, TYPE I, 40-8 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -14 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1015 662013-001 LUMP | 9500.00000 9500.00| 10500.00000 10500.00| 9500.00000 9500.00 SERVICE AND CONTROL STATION, WV-1 | | | 1020 662014-001 LUMP | 4950.00000 4950.00| 5500.00000 5500.00| 3000.00000 3000.00 INCIDENTAL ELECTRICAL WORK ,WV-1 | | | 1025 662015-001 1.000 LS | 250.00000 250.00| 300.00000 300.00| 1000.00000 1000.00 ELECTRICAL TEST, WV-1 | | | SECTION TOTALS | $ 242,650.00| $ 269,070.00| $ 371,700.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 TRAFFIC SIGNALS - WV | | | 1030 660001-002 LUMP | 1500.00000 1500.00| 1665.00000 1665.00| 2500.00000 2500.00 SIGNAL CONTROLLER, INSTALLATION ONLY , | | | TYPE C | | | 1035 660003-001 2.000 EA | 750.00000 1500.00| 830.00000 1660.00| 800.00000 1600.00 SIGNAL SECTION, G-16 | | | 1040 660003-006 10.000 EA | 250.00000 2500.00| 275.00000 2750.00| 400.00000 4000.00 SIGNAL SECTION, V-12 | | | 1045 660003-007 48.000 EA | 100.00000 4800.00| 110.00000 5280.00| 300.00000 14400.00 SIGNAL SECTION, INSTALLATION ONLY, V-12 | | | 1050 660004-041 4.000 EA | 7250.00000 29000.00| 8000.00000 32000.00| 7000.00000 28000.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 1055 660004-050 2.000 EA | 2250.00000 4500.00| 2500.00000 5000.00| 1200.00000 2400.00 SIGNAL SUPPORT, E1 | | | 1060 660007-001 LUMP | 22500.00000 22500.00| 25000.00000 25000.00| 25000.00000 25000.00 MISCELLANEOUS SIGNAL ,NEW | | | 1065 660007-001 LUMP | 7500.00000 7500.00| 8300.00000 8300.00| 20000.00000 20000.00 MISCELLANEOUS SIGNAL ,RELOCATE | | | 1070 660007-001 LUMP | 5000.00000 5000.00| 5500.00000 5500.00| 12000.00000 12000.00 MISCELLANEOUS SIGNAL ,SIGNAL REMOVAL | | | 1075 662007-001 4.000 EA | 575.00000 2300.00| 640.00000 2560.00| 600.00000 2400.00 LUMINAIRE, 250W,240 VOLT | | | 1080 662014-001 LUMP | 5000.00000 5000.00| 5500.00000 5500.00| 15000.00000 15000.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 86,100.00| $ 95,215.00| $ 127,300.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SEWERLINE RELOCATION - WV | | | 1085 675017-001 1.000 EA | 1050.00000 1050.00| 1200.00000 1200.00| 1500.00000 1500.00 ABANDONING MANHOLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -15 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1090 675018-001 14.000 EA | 1680.00000 23520.00| 1900.00000 26600.00| 750.00000 10500.00 ADJUSTING MANHOLE | | | SECTION TOTALS | $ 24,570.00| $ 27,800.00| $ 12,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATERLINE RELOCATION - WV | | | 1095 639001-001 LUMP | 4200.00000 4200.00| 4600.00000 4600.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1100 670004-201 1113.000 LF | 107.10000 119202.30| 120.00000 133560.00| 95.00000 105735.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 52 | | | 1105 670004-221 366.000 LF | 115.50000 42273.00| 128.00000 46848.00| 150.00000 54900.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 52 | | | 1110 670007-012 105.000 LF | 78.75000 8268.75| 87.00000 9135.00| 80.00000 8400.00 2 INCH PLASTIC PIPE, CLASS 13.5 | | | 1115 670008-040 50.000 LF | 57.75000 2887.50| 64.00000 3200.00| 85.00000 4250.00 3/4 INCH COPPER SERVICE PIPE | | | 1120 670008-060 15.000 LF | 63.00000 945.00| 70.00000 1050.00| 100.00000 1500.00 1 INCH COPPER SERVICE PIPE | | | 1125 670009-200 4.000 EA | 1433.25000 5733.00| 1600.00000 6400.00| 1500.00000 6000.00 6 INCH GATE VALVE AND VALVE BOX | | | 1130 670009-220 1.000 EA | 1832.25000 1832.25| 2000.00000 2000.00| 2000.00000 2000.00 8 INCH GATE VALVE AND VALVE BOX | | | 1135 670013-200 3.000 EA | 4410.00000 13230.00| 4900.00000 14700.00| 5500.00000 16500.00 6 INCH FIRE HYDRANT | | | 1140 670015-040 3.000 EA | 867.30000 2601.90| 961.00000 2883.00| 2000.00000 6000.00 3/4 INCH METER | | | 1145 670015-060 1.000 EA | 1044.75000 1044.75| 1150.00000 1150.00| 2500.00000 2500.00 1 INCH METER | | | 1150 670017-001 4.000 EA | 467.25000 1869.00| 515.00000 2060.00| 1000.00000 4000.00 METER BOX | | | 1155 670019-001 1.000 EA | 3150.00000 3150.00| 3500.00000 3500.00| 1000.00000 1000.00 SPECIAL VALVE, 2 INCH BALL VALVE & | | | VALVE BOX | | | 1160 670019-001 1.000 EA | 14437.50000 14437.50| 16000.00000 16000.00| 4000.00000 4000.00 SPECIAL VALVE, 8 INCH BY INSERTION | | | 1165 670019-221 3.000 EA | 6688.50000 20065.50| 7400.00000 22200.00| 3500.00000 10500.00 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -16 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1170 670020-001 18.000 EA | 1800.75000 32413.50| 2000.00000 36000.00| 850.00000 15300.00 SPECIAL STRUCTURE, CORP STOP CAP | | | SECTION TOTALS | $ 274,153.95| $ 305,286.00| $ 252,585.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 COMPUTER SYSTEM | | | 1175 640004-001 LUMP | 4500.00000 4500.00| 6500.00000 6500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,500.00| $ 6,500.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 GRADE, DRAIN & PAVE - MD | | | 1180 207001-001 5851.000 CY | 20.00000 117020.00| 18.50000 108243.50| 25.00000 146275.00 UNCLASSIFIED EXCAVATION | | | 1185 207002-000 1200.000 CY | 50.00000 60000.00| 45.00000 54000.00| 40.00000 48000.00 SUBGRADE | | | 1190 207034-000 13218.000 SY | 1.50000 19827.00| 2.00000 26436.00| 2.00000 26436.00 FABRIC FOR SEPARATION | | | 1195 211001-000 25807.000 CY | 13.50000 348394.50| 9.50000 245166.50| 18.00000 464526.00 UNCLASSIFIED BORROW EXCAVATION | | | 1200 212004-000 5.000 EA | 14000.00000 70000.00| 14000.00000 70000.00| 1000.00000 5000.00 COFFERDAM | | | 1205 218001-000 156.000 CY | 65.00000 10140.00| 93.00000 14508.00| 70.00000 10920.00 RIPRAP | | | 1210 307001-000 3183.000 CY | 42.00000 133686.00| 42.00000 133686.00| 40.00000 127320.00 AGGREGATE BASE COURSE, CLASS 1 | | | 1215 408002-001 5.000 GA | 5.60000 28.00| 6.00000 30.00| 2.00000 10.00 BITUMINOUS MATERIAL | | | 1220 415005-001 1832.000 SY | 4.50000 8244.00| 5.00000 9160.00| 10.00000 18320.00 REMOVE EXISTING PAVEMENT SURFACE | | | 1225 502001-012 124.000 SY | 200.00000 24800.00| 261.00000 32364.00| 225.00000 27900.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 1230 506002-001 59.000 SY | 65.00000 3835.00| 150.00000 8850.00| 125.00000 7375.00 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 1235 601006-001 40.000 CY | 260.00000 10400.00| 140.00000 5600.00| 175.00000 7000.00 CLASS D CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -17 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1240 604037-012 150.000 LF | 68.00000 10200.00| 56.00000 8400.00| 100.00000 15000.00 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1245 604037-016 403.000 LF | 78.00000 31434.00| 68.00000 27404.00| 120.00000 48360.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1250 604037-020 48.000 LF | 175.00000 8400.00| 115.00000 5520.00| 175.00000 8400.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | ASTM C-361, B-25 | | | 1255 604037-020 300.000 LF | 133.00000 39900.00| 78.00000 23400.00| 145.00000 43500.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1260 604038-012 1.000 EA | 675.00000 675.00| 915.00000 915.00| 1000.00000 1000.00 15 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1265 604038-020 1.000 EA | 900.00000 900.00| 1100.00000 1100.00| 1200.00000 1200.00 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1270 604041-015 131.000 LF | 133.00000 17423.00| 161.00000 21091.00| 225.00000 29475.00 30X19 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS IV | | | 1275 604076-016 54.000 LF | 145.00000 7830.00| 71.00000 3834.00| 120.00000 6480.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 1280 605001-001 6.000 EA | 4700.00000 28200.00| 5300.00000 31800.00| 3500.00000 21000.00 TYPE A MANHOLE ,MD STD. MANHOLE | | | 1285 605005-001 4.000 EA | 3500.00000 14000.00| 2100.00000 8400.00| 3200.00000 12800.00 TYPE C INLET ,MD K INLET NON-TRAFFIC | | | DOUBLE OPENING | | | 1290 605005-001 2.000 EA | 3400.00000 6800.00| 3100.00000 6200.00| 3200.00000 6400.00 TYPE C INLET ,MD K INLET TRAFFIC DOUBLE | | | OPENING | | | 1295 605005-001 1.000 EA | 3100.00000 3100.00| 2800.00000 2800.00| 2700.00000 2700.00 TYPE C INLET ,MD K INLET TRAFFIC SINGLE | | | OPENING | | | 1300 605007-001 1.000 EA | 6400.00000 6400.00| 4800.00000 4800.00| 3500.00000 3500.00 TYPE E INLET ,MD 10 FT COG INLET | | | 1305 605008-001 1.000 EA | 5500.00000 5500.00| 4600.00000 4600.00| 2500.00000 2500.00 TYPE F INLET ,MD E INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -18 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1310 605008-001 2.000 EA | 6050.00000 12100.00| 5100.00000 10200.00| 2700.00000 5400.00 TYPE F INLET ,MD S INLET | | | 1315 605039-001 1.000 EA | 3600.00000 3600.00| 2150.00000 2150.00| 3000.00000 3000.00 JUNCTION BOX | | | 1320 607001-001 525.000 LF | 17.25000 9056.25| 19.00000 9975.00| 17.00000 8925.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 1325 607006-001 2.000 EA | 1100.00000 2200.00| 1220.00000 2440.00| 1700.00000 3400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 1330 607009-001 162.000 LF | 18.80000 3045.60| 20.00000 3240.00| 6.00000 972.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 1335 607065-002 1.000 EA | 300.00000 300.00| 333.00000 333.00| 650.00000 650.00 FLARED END TERMINAL, REMOVE AND RESET | | | 1340 607066-001 1.000 EA | 1600.00000 1600.00| 1775.00000 1775.00| 2000.00000 2000.00 TANGENT END TERMINAL | | | 1345 609001-001 176.000 SY | 52.00000 9152.00| 48.00000 8448.00| 55.00000 9680.00 CONCRETE SIDEWALK | | | 1350 609002-001 20.000 CY | 100.00000 2000.00| 170.00000 3400.00| 65.00000 1300.00 BED COURSE MATERIAL | | | 1355 610001-001 615.000 LF | 48.00000 29520.00| 34.00000 20910.00| 50.00000 30750.00 PLAIN CONCRETE CURBING, TYPE I | | | 1360 610003-001 314.000 LF | 60.00000 18840.00| 32.00000 10048.00| 60.00000 18840.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 1365 636005-001 1.000 LS | 210000.00000 210000.00| 55250.00000 55250.00| 150000.00000 150000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,CONSTRUCTION ACCESS | | | 1370 636006-001 7.000 DA | 600.00000 4200.00| 680.00000 4760.00| 350.00000 2450.00 PILOT TRUCK AND DRIVER | | | 1375 636007-001 20300.000 LF | 2.00000 40600.00| 0.95000 19285.00| 0.85000 17255.00 ERADICATION OF PAVEMENT MARKING | | | 1380 636008-001 44200.000 LF | 0.23000 10166.00| 0.20000 8840.00| 0.25000 11050.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN , | | | 5" MD | | | 1385 636009-001 3100.000 LF | 1.35000 4185.00| 1.30000 4030.00| 1.35000 4185.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN , | | | 5" MD | | | 1390 636011-001 23000.000 UN | 0.78000 17940.00| 0.95000 21850.00| 1.00000 23000.00 TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -19 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1395 636012-010 6.000 EA | 350.00000 2100.00| 695.00000 4170.00| 350.00000 2100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1400 636013-001 200.000 EA | 3.50000 700.00| 4.50000 900.00| 4.00000 800.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1405 636014-001 600.000 HR | 47.00000 28200.00| 46.00000 27600.00| 45.00000 27000.00 FLAGGER | | | 1410 636014-002 160.000 HR | 50.00000 8000.00| 61.00000 9760.00| 50.00000 8000.00 TRAFFIC DIRECTOR | | | 1415 636017-001 1360.000 LF | 23.00000 31280.00| 29.00000 39440.00| 28.00000 38080.00 TEMPORARY CONCRETE BARRIER | | | 1420 636018-001 1925.000 LF | 4.00000 7700.00| 7.75000 14918.75| 8.00000 15400.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1425 636021-001 100.000 DA | 16.00000 1600.00| 18.00000 1800.00| 18.00000 1800.00 ELECTRIC ARROW | | | 1430 636022-001 240.000 DA | 65.00000 15600.00| 72.00000 17280.00| 70.00000 16800.00 CHANGEABLE MESSAGE SIGN | | | 1435 636024-001 26.000 LF | 44.00000 1144.00| 39.00000 1014.00| 100.00000 2600.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 15" CMP | | | 1440 636024-001 144.000 LF | 150.00000 21600.00| 146.00000 21024.00| 200.00000 28800.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 30"X19" RCP | | | 1445 636024-001 280.000 LF | 200.00000 56000.00| 65.00000 18200.00| 50.00000 14000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 48" CMP | | | 1450 636026-001 LUMP | 20000.00000 20000.00| 7800.00000 7800.00| 25000.00000 25000.00 TEMPORARY LIGHTING ,MD | | | 1455 639001-001 LUMP | 75000.00000 75000.00| 401000.00000 401000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 1460 642002-001 966.000 LF | 25.00000 24150.00| 32.50000 31395.00| 25.00000 24150.00 SLOPE DRAIN ,18 INCH | | | 1465 642002-001 687.000 LF | 33.00000 22671.00| 35.00000 24045.00| 25.00000 17175.00 SLOPE DRAIN ,21 INCH | | | 1470 642012-001 1099.000 LF | 3.25000 3571.75| 5.00000 5495.00| 5.00000 5495.00 SILT FENCE | | | 1475 642015-001 1571.000 LF | 8.00000 12568.00| 10.50000 16495.50| 9.00000 14139.00 SUPER SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -20 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1480 642015-001 2251.000 LF | 11.00000 24761.00| 13.60000 30613.60| 10.00000 22510.00 SUPER SILT FENCE ,DIVERSION FENCE | | | 1485 642036-001 255.000 CY | 8.00000 2040.00| 11.25000 2868.75| 18.00000 4590.00 SEDIMENT REMOVAL | | | 1490 642037-001 44.000 CY | 700.00000 30800.00| 706.00000 31064.00| 650.00000 28600.00 SEDIMENT POND ,BIORETENTION FACILITY | | | 1495 642040-001 14.000 EA | 165.00000 2310.00| 550.00000 7700.00| 150.00000 2100.00 INLET PROTECTION | | | 1500 642050-001 10.000 EA | 2000.00000 20000.00| 2600.00000 26000.00| 800.00000 8000.00 DEWATERING DEVICE -PORTABLE SEDIMENT | | | TANK | | | 1505 651001-001 260.000 CY | 40.00000 10400.00| 45.00000 11700.00| 45.00000 11700.00 FURNISHING AND PLACING TOPSOIL | | | 1510 651002-001 470.000 CY | 14.00000 6580.00| 43.00000 20210.00| 30.00000 14100.00 PLACING STOCKPILED TOPSOIL | | | 1515 652001-001 10.000 TN | 20.00000 200.00| 22.00000 220.00| 20.00000 200.00 AGRICULTURAL LIMESTONE | | | 1520 652002-001 1.060 TN | 600.00000 636.00| 665.00000 704.90| 600.00000 636.00 FERTILIZER, 10-20-10 | | | 1525 652002-002 0.580 TN | 1200.00000 696.00| 1330.00000 771.40| 1200.00000 696.00 FERTILIZER, UREA FORMALDEHYDE | | | 1530 652003-002 400.000 LB | 6.50000 2600.00| 7.25000 2900.00| 6.00000 2400.00 SEED MIXTURE, D | | | 1535 652004-001 9.000 TN | 350.00000 3150.00| 390.00000 3510.00| 350.00000 3150.00 STRAW OR HAY MULCH | | | 1540 655002-001 820.000 SY | 4.95000 4059.00| 5.50000 4510.00| 5.00000 4100.00 PERMANENT EROSION MATTING, TYPE A | | | 1545 655002-001 144.000 SY | 4.95000 712.80| 5.50000 792.00| 5.00000 720.00 PERMANENT EROSION MATTING, TYPE B | | | 1550 663001-004 220.000 LF | 0.23000 50.60| 0.28000 61.60| 0.25000 55.00 EDGE LINE, TYPE II - 4 IN ,5" MD, | | | DETOUR C | | | 1555 663002-005 900.000 LF | 0.23000 207.00| 0.28000 252.00| 0.25000 225.00 LANE LINE , TYPE II - 4 IN WHITE, 5" MD | | | DETOUR C | | | 1560 663002-005 1080.000 LF | 0.23000 248.40| 0.28000 302.40| 0.25000 270.00 LANE LINE , TYPE II - 4 IN YELLOW, 5" | | | MD, DETOUR C | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -21 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1565 663005-008 210.000 LF | 1.65000 346.50| 14.00000 2940.00| 2.00000 420.00 STOP LINE, TYPE IV ,24" WHITE, TEMPORAR | | | 1570 663007-010 110.000 LF | 9.00000 990.00| 7.00000 770.00| 9.00000 990.00 STRIPE, TYPE V ,DETOUR C | | | 1575 663010-010 4.000 EA | 175.00000 700.00| 195.00000 780.00| 9.00000 36.00 ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V ,DETOUR C | | | 1580 664001-009 8.000 EA | 1500.00000 12000.00| 1700.00000 13600.00| 1500.00000 12000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 1585 664011-001 2.000 EA | 3000.00000 6000.00| 3325.00000 6650.00| 3000.00000 6000.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE II | | | 1590 664011-001 6.000 EA | 2500.00000 15000.00| 2800.00000 16800.00| 2500.00000 15000.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE V | | | 1595 675018-001 1.000 EA | 2250.00000 2250.00| 1900.00000 1900.00| 750.00000 750.00 ADJUSTING MANHOLE | | | 1600 675025-001 1.000 EA | 3350.00000 3350.00| 3400.00000 3400.00| 1800.00000 1800.00 SPECIAL STRUCTURE ,17"X13" TYPE E | | | ENDWALL | | | 1605 675025-001 1.000 EA | 200.00000 200.00| 740.00000 740.00| 750.00000 750.00 SPECIAL STRUCTURE ,24 INCH 22.5 DEGREE | | | BEND | | | 1610 675025-001 1.000 EA | 4950.00000 4950.00| 3875.00000 3875.00| 1800.00000 1800.00 SPECIAL STRUCTURE ,24 INCH TYPE E | | | ENDWALL | | | 1615 675025-001 1.000 EA | 950.00000 950.00| 1100.00000 1100.00| 1500.00000 1500.00 SPECIAL STRUCTURE ,CONCRETE COLLAR | | | 1620 675025-001 6.000 EA | 2000.00000 12000.00| 5200.00000 31200.00| 4000.00000 24000.00 SPECIAL STRUCTURE ,SAND BAG DIVERSION | | | 1625 401001-001 JJ1 525.000 TN | 64.00000 33600.00| 71.00000 37275.00| 65.00000 34125.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 1630 401001-002 JJ2 503.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 1635 401001-001 KK1 90.000 TN | 103.00000 9270.00| 115.00000 10350.00| 100.00000 9000.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -22 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1640 401001-002 KK2 86.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 1645 401001-011 LL1 4915.000 TN | 60.60000 297849.00| 67.00000 329305.00| 60.00000 294900.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1650 401001-012 LL2 4719.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1655 401001-011 MM1 1918.000 TN | 68.40000 131191.20| 76.00000 145768.00| 70.00000 134260.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1660 401001-012 MM2 1840.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1665 401002-001 NN1 155.000 TN | 104.70000 16228.50| 116.00000 17980.00| 105.00000 16275.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | 1670 401002-002 NN2 149.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 3 | | | 1675 402001-011 PP1 1052.000 TN | 74.00000 77848.00| 82.00000 86264.00| 75.00000 78900.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1680 402001-012 PP2 1004.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1685 636002-001 QQ1 100.000 TN | 40.00000 4000.00| 36.00000 3600.00| 45.00000 4500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1690 636002-002 QQ2 96.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 2,435,700.10| $ 2,546,056.90| $ 2,381,651.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 SIGNING & PAVEMENT MARKINGS - MD | | | 1695 657005-001 273.000 LF | 22.00000 6006.00| 25.00000 6825.00| 22.00000 6006.00 WOOD SUPPORT, 4"X4", MD | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -23 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1700 657005-001 227.000 LF | 24.00000 5448.00| 26.00000 5902.00| 25.00000 5675.00 WOOD SUPPORT, 4"X6", MD | | | 1705 657005-001 127.000 LF | 25.00000 3175.00| 28.00000 3556.00| 26.00000 3302.00 WOOD SUPPORT, 6"X6", MD | | | 1710 657005-001 41.000 LF | 34.00000 1394.00| 38.00000 1558.00| 35.00000 1435.00 WOOD SUPPORT, 6"X8", MD | | | 1715 657018-001 34.000 EA | 50.00000 1700.00| 55.00000 1870.00| 50.00000 1700.00 POST REMOVAL | | | 1720 661001-001 318.000 SF | 20.00000 6360.00| 22.00000 6996.00| 20.00000 6360.00 0.080 IN FLAT SHEET SIGN | | | 1725 661002-001 142.000 SF | 27.00000 3834.00| 30.00000 4260.00| 30.00000 4260.00 EXTRUDED PANEL SIGN ,MD | | | 1730 663001-004 5250.000 LF | 0.23000 1207.50| 0.28000 1470.00| 0.25000 1312.50 EDGE LINE, TYPE II - 4 IN ,5" WHITE MD | | | 1735 663002-005 5980.000 LF | 0.23000 1375.40| 0.28000 1674.40| 0.25000 1495.00 LANE LINE , TYPE II - 4 IN ,5" YELLOW M | | | 1740 663004-004 505.000 LF | 0.23000 116.15| 5.00000 2525.00| 0.25000 126.25 CHANNELIZING LINE, TYPE II ,5" WHITE MD | | | 1745 663005-010 100.000 LF | 13.00000 1300.00| 14.00000 1400.00| 9.00000 900.00 STOP LINE, TYPE V - 12 IN ,24" WHITE | | | 1750 663006-010 440.000 LF | 9.00000 3960.00| 7.00000 3080.00| 8.00000 3520.00 CROSSWALK LINE, TYPE V - 12 IN X 6 FT . | | | 1755 663010-010 8.000 EA | 175.00000 1400.00| 195.00000 1560.00| 180.00000 1440.00 ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | SECTION TOTALS | $ 37,276.05| $ 42,676.40| $ 37,531.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 HIGHWAY LIGHTING - MD | | | 1760 662003-001 1.000 LS | 52500.00000 52500.00| 58000.00000 58000.00| 20000.00000 20000.00 POLYVINYLCHLORIDE CONDUIT, MD-1 | | | 1765 662006-001 6.000 EA | 3250.00000 19500.00| 3600.00000 21600.00| 3000.00000 18000.00 JUNCTION BOX, TYPE MARYLAND ELECTRICAL | | | MANHOLE | | | 1770 662007-001 9.000 EA | 575.00000 5175.00| 650.00000 5850.00| 575.00000 5175.00 LUMINAIRE, 250W MARYLAND STANDARD | | | 1775 662008-001 1.000 LS | 35000.00000 35000.00| 39000.00000 39000.00| 35000.00000 35000.00 CABLE, MD-1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -24 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 23-1374051 |( 3 ) 25-1696132 |AHERN & ASSOCIATES, INC. |NEW ENTERPRISE STONE & LIME |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1780 662010-001 2.000 EA | 6250.00000 12500.00| 7000.00000 14000.00| 3600.00000 7200.00 LIGHTING SUPPORT, TYPE I, 40-10 | | | MARYLAND STANDARD | | | 1785 662010-001 3.000 EA | 6500.00000 19500.00| 7200.00000 21600.00| 4000.00000 12000.00 LIGHTING SUPPORT, TYPE I, 40-15 | | | MARYLAND STANDARD | | | 1790 662010-001 1.000 EA | 6750.00000 6750.00| 7500.00000 7500.00| 4000.00000 4000.00 LIGHTING SUPPORT, TYPE I, 40-20 | | | MARYLAND STANDARD | | | 1795 662013-001 LUMP | 2500.00000 2500.00| 2800.00000 2800.00| 3000.00000 3000.00 SERVICE AND CONTROL STATION, MD-1 | | | 1800 662014-001 LUMP | 2500.00000 2500.00| 2800.00000 2800.00| 10000.00000 10000.00 INCIDENTAL ELECTRICAL WORK MD-1 | | | 1805 662015-001 1.000 LS | 250.00000 250.00| 275.00000 275.00| 500.00000 500.00 ELECTRICAL TEST, MD-1 | | | SECTION TOTALS | $ 156,175.00| $ 173,425.00| $ 114,875.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 TRAFFIC SIGNALS - MD | | | 1810 660007-001 LUMP | 5000.00000 5000.00| 5500.00000 5500.00| 18000.00000 18000.00 MISCELLANEOUS SIGNAL , SIGNAL REMOVAL, | | | MD | | | SECTION TOTALS | $ 5,000.00| $ 5,500.00| $ 18,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 LANDSCAPING - MD | | | 1815 654001-001 44.000 EA | 110.00000 4840.00| 121.00000 5324.00| 110.00000 4840.00 TREE, DECIDUOUS, ACER SACCHARUM | | | 1820 654001-001 44.000 EA | 100.00000 4400.00| 110.00000 4840.00| 100.00000 4400.00 TREE, DECIDUOUS, BETULA NIGRA | | | 1825 654001-001 24.000 EA | 135.00000 3240.00| 150.00000 3600.00| 145.00000 3480.00 TREE, DECIDUOUS, NYSSA SYLVATICA | | | 1830 654001-001 44.000 EA | 125.00000 5500.00| 140.00000 6160.00| 125.00000 5500.00 TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 1835 654001-001 64.000 EA | 145.00000 9280.00| 160.00000 10240.00| 145.00000 9280.00 TREE, DECIDUOUS, QUERCUS PALUSTRIS | | | 1840 654006-001 15.000 MG | 300.00000 4500.00| 335.00000 5025.00| 300.00000 4500.00 WATER FOR PLANTS | | | SECTION TOTALS | $ 31,760.00| $ 35,189.00| $ 32,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 23,412,800.00| $ 23,890,808.53| $ 23,910,328.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -25 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRIAN & PAVE - WV | | | 0005 201001-000 1.000 LS | 250000.00000 250000.00| 130000.00000 130000.00| 167000.00000 167000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 23000.00000 23000.00| 21000.00000 21000.00| 23300.00000 23300.00 BUILDING DEMOLITION NUMBER, 14/1 | | | 0015 202001-000 1.000 LS | 2800.00000 2800.00| 2600.00000 2600.00| 2900.00000 2900.00 BUILDING DEMOLITION NUMBER, 14/2 | | | 0020 202001-000 1.000 LS | 2800.00000 2800.00| 2600.00000 2600.00| 2900.00000 2900.00 BUILDING DEMOLITION NUMBER, 14/3 | | | 0025 202001-000 1.000 LS | 9300.00000 9300.00| 8600.00000 8600.00| 9500.00000 9500.00 BUILDING DEMOLITION NUMBER, 15/1 | | | 0030 202001-000 1.000 LS | 6600.00000 6600.00| 6100.00000 6100.00| 6800.00000 6800.00 BUILDING DEMOLITION NUMBER, 15/2 | | | 0035 202001-000 1.000 LS | 5500.00000 5500.00| 5100.00000 5100.00| 5650.00000 5650.00 BUILDING DEMOLITION NUMBER, 15/3 | | | 0040 202001-000 1.000 LS | 1.10000 1.10| 5100.00000 5100.00| 5650.00000 5650.00 BUILDING DEMOLITION NUMBER, 15/4 | | | 0045 202001-000 1.000 LS | 42000.00000 42000.00| 39000.00000 39000.00| 43100.00000 43100.00 BUILDING DEMOLITION NUMBER, 18/1 | | | 0050 202001-000 1.000 LS | 11000.00000 11000.00| 10000.00000 10000.00| 11050.00000 11050.00 BUILDING DEMOLITION NUMBER, 19/1 | | | 0055 202001-000 1.000 LS | 11000.00000 11000.00| 10200.00000 10200.00| 11300.00000 11300.00 BUILDING DEMOLITION NUMBER, 21/1 | | | 0060 202001-000 1.000 LS | 5000.00000 5000.00| 4600.00000 4600.00| 5100.00000 5100.00 BUILDING DEMOLITION NUMBER, 24/1 | | | 0065 202001-000 1.000 LS | 15000.00000 15000.00| 14200.00000 14200.00| 15700.00000 15700.00 BUILDING DEMOLITION NUMBER, 26/1 | | | 0070 202001-000 1.000 LS | 1.10000 1.10| 4800.00000 4800.00| 5300.00000 5300.00 BUILDING DEMOLITION NUMBER, 27/1 | | | 0075 202001-000 1.000 LS | 13000.00000 13000.00| 12400.00000 12400.00| 13700.00000 13700.00 BUILDING DEMOLITION NUMBER, 28/1 | | | 0080 202001-000 1.000 LS | 1000.00000 1000.00| 950.00000 950.00| 1050.00000 1050.00 BUILDING DEMOLITION NUMBER, 32-1/1 | | | 0085 202001-000 1.000 LS | 19000.00000 19000.00| 17100.00000 17100.00| 18900.00000 18900.00 BUILDING DEMOLITION NUMBER, 33/1 | | | 0090 202001-000 1.000 LS | 8200.00000 8200.00| 7600.00000 7600.00| 8400.00000 8400.00 BUILDING DEMOLITION NUMBER, 4/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -26 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 202001-000 1.000 LS | 16000.00000 16000.00| 15000.00000 15000.00| 16600.00000 16600.00 BUILDING DEMOLITION NUMBER, 4/2 | | | 0100 202001-000 1.000 LS | 8400.00000 8400.00| 7800.00000 7800.00| 8700.00000 8700.00 BUILDING DEMOLITION NUMBER, 5/1 | | | 0105 202001-000 1.000 LS | 8400.00000 8400.00| 7800.00000 7800.00| 8700.00000 8700.00 BUILDING DEMOLITION NUMBER, 50/1 | | | 0110 202001-000 1.000 LS | 540.00000 540.00| 500.00000 500.00| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 50/2 | | | 0115 202001-000 1.000 LS | 8900.00000 8900.00| 8200.00000 8200.00| 9100.00000 9100.00 BUILDING DEMOLITION NUMBER, 51/1 | | | 0120 202001-000 1.000 LS | 7700.00000 7700.00| 7100.00000 7100.00| 7900.00000 7900.00 BUILDING DEMOLITION NUMBER, 53/1 | | | 0125 202001-000 1.000 LS | 7700.00000 7700.00| 7100.00000 7100.00| 7900.00000 7900.00 BUILDING DEMOLITION NUMBER, 54/1 | | | 0130 202001-000 1.000 LS | 1.10000 1.10| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 55/1 | | | 0135 202002-000 LUMP | 1100.00000 1100.00| 1050.00000 1050.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 66/4 | | | 0140 202002-000 LUMP | 1100.00000 1100.00| 1050.00000 1050.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 68/3 | | | 0145 202002-000 LUMP | 1100.00000 1100.00| 1050.00000 1050.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 71/2 | | | 0150 202002-000 LUMP | 1100.00000 1100.00| 1050.00000 1050.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 73/5 | | | 0155 202002-000 LUMP | 1100.00000 1100.00| 1050.00000 1050.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 73/6 | | | 0160 202002-000 LUMP | 1100.00000 1100.00| 1050.00000 1050.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 74/3 | | | 0165 202002-000 LUMP | 1100.00000 1100.00| 1050.00000 1050.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 75/4 | | | 0170 202002-000 LUMP | 1100.00000 1100.00| 1050.00000 1050.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 76/5 | | | 0175 202003-000 LUMP | 920.00000 920.00| 850.00000 850.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 66/3 | | | 0180 202003-000 LUMP | 920.00000 920.00| 850.00000 850.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 73/4 | | | 0185 202003-000 LUMP | 920.00000 920.00| 850.00000 850.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 74/2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -27 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 202003-000 LUMP | 920.00000 920.00| 850.00000 850.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 75/5 | | | 0195 202003-000 LUMP | 920.00000 920.00| 850.00000 850.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 76/4 | | | 0200 204001-000 LUMP | 970000.00000 970000.00| 1204500.00000 1204500.00| 1275000.00000 1275000.00 MOBILIZATION | | | 0205 207001-001 8171.000 CY | 16.00000 130736.00| 15.00000 122565.00| 22.00000 179762.00 UNCLASSIFIED EXCAVATION | | | 0210 207002-000 350.000 CY | 39.00000 13650.00| 45.00000 15750.00| 46.00000 16100.00 SUBGRADE | | | 0215 207034-000 12438.000 SY | 2.30000 28607.40| 1.25000 15547.50| 2.50000 31095.00 FABRIC FOR SEPARATION | | | 0220 211001-000 7155.000 CY | 20.00000 143100.00| 8.00000 57240.00| 18.00000 128790.00 UNCLASSIFIED BORROW EXCAVATION | | | 0222 212004-000 2.000 EA | 1.00000 2.00| 20000.00000 40000.00| 17000.00000 34000.00 COFFERDAM | | | 0225 307001-000 2136.000 CY | 44.00000 93984.00| 55.00000 117480.00| 47.50000 101460.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0230 408002-001 5.000 GA | 5.80000 29.00| 5.60000 28.00| 6.00000 30.00 BITUMINOUS MATERIAL | | | 0235 415005-001 3082.000 SY | 7.80000 24039.60| 5.35000 16488.70| 6.00000 18492.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0240 501005-008 55.000 SY | 170.00000 9350.00| 81.52000 4483.60| 180.00000 9900.00 8 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0245 502001-012 124.000 SY | 240.00000 29760.00| 196.00000 24304.00| 330.00000 40920.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0250 506002-001 252.000 SY | 200.00000 50400.00| 90.00000 22680.00| 210.00000 52920.00 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0255 601006-001 100.000 CY | 250.00000 25000.00| 135.00000 13500.00| 300.00000 30000.00 CLASS D CONCRETE | | | 0260 604037-012 40.000 LF | 220.00000 8800.00| 60.00000 2400.00| 175.00000 7000.00 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0265 604037-016 804.000 LF | 97.00000 77988.00| 70.00000 56280.00| 130.00000 104520.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -28 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 604037-020 119.000 LF | 110.00000 13090.00| 85.00000 10115.00| 185.00000 22015.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0275 604037-024 533.000 LF | 150.00000 79950.00| 115.00000 61295.00| 135.00000 71955.00 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0280 604076-016 886.000 LF | 85.00000 75310.00| 50.00000 44300.00| 130.00000 115180.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0285 604076-020 172.000 LF | 100.00000 17200.00| 60.00000 10320.00| 195.00000 33540.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0290 604076-022 10.000 LF | 350.00000 3500.00| 110.00000 1100.00| 625.00000 6250.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0295 604076-024 209.000 LF | 120.00000 25080.00| 90.00000 18810.00| 150.00000 31350.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0300 605001-001 8.000 EA | 6000.00000 48000.00| 3000.00000 24000.00| 4800.00000 38400.00 TYPE A MANHOLE | | | 0305 605004-001 13.000 EA | 2500.00000 32500.00| 2000.00000 26000.00| 3250.00000 42250.00 TYPE B INLET | | | 0310 605007-001 2.000 EA | 3600.00000 7200.00| 5000.00000 10000.00| 5600.00000 11200.00 TYPE E INLET ,10 FOOT OPENING | | | 0315 605007-001 7.000 EA | 3000.00000 21000.00| 4400.00000 30800.00| 5300.00000 37100.00 TYPE E INLET ,6 FOOT OPENING | | | 0320 605007-001 1.000 EA | 3300.00000 3300.00| 4800.00000 4800.00| 5300.00000 5300.00 TYPE E INLET ,8 FOOT OPENING | | | 0325 605014-001 12.000 EA | 2500.00000 30000.00| 2900.00000 34800.00| 3700.00000 44400.00 MODIFIED INLET, TYPE B | | | 0330 605014-001 3.000 EA | 3900.00000 11700.00| 5000.00000 15000.00| 4400.00000 13200.00 MODIFIED INLET, TYPE E, 10 FOOT OPENING | | | 0335 605014-001 3.000 EA | 4100.00000 12300.00| 5600.00000 16800.00| 7000.00000 21000.00 MODIFIED INLET, TYPE E, 12 FOOT OPENING | | | 0340 605014-001 1.000 EA | 4700.00000 4700.00| 6100.00000 6100.00| 7500.00000 7500.00 MODIFIED INLET, TYPE E, 16 FOOT OPENING | | | 0345 605014-001 2.000 EA | 3900.00000 7800.00| 5000.00000 10000.00| 5900.00000 11800.00 MODIFIED INLET, TYPE E, 8 FOOT OPENING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -29 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0350 605016-001 1.000 EA | 7800.00000 7800.00| 1500.00000 1500.00| 7500.00000 7500.00 MODIFIED MANHOLE TYPE A | | | 0355 606029-001 3876.000 LF | 16.00000 62016.00| 10.00000 38760.00| 20.00000 77520.00 FREE DRAINING BASE TRENCH | | | 0360 606030-001 324.000 LF | 19.00000 6156.00| 25.00000 8100.00| 23.00000 7452.00 OUTLET PIPE, 6 INCH | | | 0365 609001-001 1725.000 SY | 53.00000 91425.00| 40.00000 69000.00| 56.00000 96600.00 CONCRETE SIDEWALK | | | 0370 609002-001 193.000 CY | 100.00000 19300.00| 60.00000 11580.00| 190.00000 36670.00 BED COURSE MATERIAL | | | 0375 609005-001 40.000 EA | 340.00000 13600.00| 400.00000 16000.00| 950.00000 38000.00 SIDEWALK RAMP | | | 0380 610001-001 1200.000 LF | 25.00000 30000.00| 30.00000 36000.00| 27.00000 32400.00 PLAIN CONCRETE CURBING, TYPE I | | | 0385 610003-001 4391.000 LF | 29.00000 127339.00| 30.00000 131730.00| 31.00000 136121.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0390 617001-001 345.000 LF | 93.00000 32085.00| 75.00000 25875.00| 82.00000 28290.00 PIPE RAILING | | | 0395 636006-001 7.000 DA | 610.00000 4270.00| 485.00000 3395.00| 640.00000 4480.00 PILOT TRUCK AND DRIVER | | | 0400 636007-001 9000.000 LF | 0.89000 8010.00| 0.85000 7650.00| 0.90000 8100.00 ERADICATION OF PAVEMENT MARKING | | | 0405 636008-001 39500.000 LF | 0.24000 9480.00| 0.23000 9085.00| 0.25000 9875.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN , | | | 5" MD | | | 0410 636009-001 3100.000 LF | 1.40000 4340.00| 1.35000 4185.00| 1.50000 4650.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN , | | | 5" MD | | | 0415 636011-001 19210.000 UN | 0.82000 15752.20| 0.81000 15560.10| 0.85000 16328.50 TRAFFIC CONTROL DEVICE | | | 0420 636012-010 6.000 EA | 370.00000 2220.00| 365.00000 2190.00| 385.00000 2310.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0425 636013-001 200.000 EA | 3.70000 740.00| 3.75000 750.00| 4.00000 800.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0430 636014-001 600.000 HR | 76.00000 45600.00| 45.00000 27000.00| 57.00000 34200.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -30 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0435 636014-002 160.000 HR | 52.00000 8320.00| 35.00000 5600.00| 44.00000 7040.00 TRAFFIC DIRECTOR | | | 0440 636017-001 820.000 LF | 39.00000 31980.00| 30.00000 24600.00| 35.00000 28700.00 TEMPORARY CONCRETE BARRIER | | | 0445 636018-001 1005.000 LF | 11.00000 11055.00| 7.50000 7537.50| 6.00000 6030.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0450 636021-001 100.000 DA | 17.00000 1700.00| 17.00000 1700.00| 100.00000 10000.00 ELECTRIC ARROW | | | 0455 636022-001 120.000 DA | 68.00000 8160.00| 90.00000 10800.00| 105.00000 12600.00 CHANGEABLE MESSAGE SIGN | | | 0460 636023-001 1.000 LS | 67000.00000 67000.00| 110000.00000 110000.00| 63500.00000 63500.00 TEMPORARY TRAFFIC SIGNAL | | | 0465 636026-001 LUMP | 3400.00000 3400.00| 10000.00000 10000.00| 6600.00000 6600.00 TEMPORARY LIGHTING | | | 0470 638002-001 91.000 EA | 33.00000 3003.00| 30.00000 2730.00| 35.00000 3185.00 RIGHT OF WAY MARKER | | | 0475 639001-001 LUMP | 140000.00000 140000.00| 25000.00000 25000.00| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKE | | | 0480 640002-001 40.000 MO | 1800.00000 72000.00| 1250.00000 50000.00| 2600.00000 104000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0485 640003-001 LUMP | 1800.00000 1800.00| 7500.00000 7500.00| 5800.00000 5800.00 BUILDING EQUIPMENT | | | 0490 642004-001 255.000 LB | 1.00000 255.00| 1.00000 255.00| 1.00000 255.00 SEED MIXTURE, TEMPORARY | | | 0495 642004-002 255.000 LB | 3.10000 790.50| 3.00000 765.00| 3.00000 765.00 SEED MIXTURE, B | | | 0500 642005-001 5.330 TN | 410.00000 2185.30| 400.00000 2132.00| 400.00000 2132.00 MULCH, STRAW OR HAY | | | 0505 642006-001 1.050 TN | 540.00000 567.00| 525.00000 551.25| 525.00000 551.25 FERTILIZER | | | 0510 642010-001 8.000 TN | 21.00000 168.00| 20.00000 160.00| 20.00000 160.00 AGRICULTURAL LIMESTONE | | | 0515 642012-001 2103.000 LF | 3.40000 7150.20| 4.50000 9463.50| 4.80000 10094.40 SILT FENCE | | | 0520 642040-001 68.000 EA | 130.00000 8840.00| 350.00000 23800.00| 350.00000 23800.00 INLET PROTECTION | | | 0525 651001-001 323.000 CY | 50.00000 16150.00| 40.00000 12920.00| 65.00000 20995.00 FURNISHING AND PLACING TOPSOIL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -31 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0530 652001-001 3.000 TN | 21.00000 63.00| 20.00000 60.00| 20.00000 60.00 AGRICULTURAL LIMESTONE | | | 0535 652002-001 0.300 TN | 880.00000 264.00| 850.00000 255.00| 850.00000 255.00 FERTILIZER, 10-20-10 | | | 0540 652002-002 0.090 TN | 2100.00000 189.00| 2000.00000 180.00| 2000.00000 180.00 FERTILIZER, UREA FORMALDEHYDE | | | 0545 652003-001 60.000 LB | 3.10000 186.00| 3.00000 180.00| 3.00000 180.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0550 652004-001 2.000 TN | 360.00000 720.00| 350.00000 700.00| 350.00000 700.00 STRAW OR HAY MULCH | | | 0555 663005-008 550.000 LF | 1.70000 935.00| 1.65000 907.50| 1.80000 990.00 STOP LINE, TYPE IV ,24" WHITE, TEMPORAR | | | 0560 663007-004 420.000 LF | 1.70000 714.00| 1.65000 693.00| 1.80000 756.00 STRIPE, TYPE II ,12" WHITE, TEMPORARY | | | 0565 664001-009 5.000 EA | 1600.00000 8000.00| 1500.00000 7500.00| 1650.00000 8250.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0570 664011-001 4.000 EA | 3100.00000 12400.00| 3000.00000 12000.00| 3300.00000 13200.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE II | | | 0575 664011-001 1.000 EA | 2600.00000 2600.00| 2500.00000 2500.00| 2750.00000 2750.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE V | | | 0580 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0585 401001-011 AA1 5229.000 TN | 66.00000 345114.00| 63.35000 331257.15| 70.00000 366030.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0590 401001-012 AA2 5020.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0595 401001-011 BB1 2069.000 TN | 79.00000 163451.00| 76.10000 157450.90| 84.00000 173796.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0600 401001-012 BB2 1986.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0605 402001-011 CC1 1272.000 TN | 78.00000 99216.00| 74.75000 95082.00| 82.50000 104940.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -32 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0610 402001-012 CC2 1219.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0615 626003-101 DD1 300.000 SF | | | 107.50000 32250.00 MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, KEYSYSTEM I | | | 0620 626003-102 DD2 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, MESA | | | 0625 626003-103 DD3 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, LANDMARK | | | 0630 626003-301 DD4 300.000 SF | 51.00000 15300.00| 44.25000 13275.00| MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, ANCHOR | | | 0635 626003-302 DD5 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, KEYSTONE | | | 0640 626003-303 DD6 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, TENSAR | | | 0645 626003-401 DD7 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | IV, ANCHOR | | | 0650 626003-402 DD8 300.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | IV, KEYSTONE | | | 0655 636002-001 EE1 100.000 TN | 41.00000 4100.00| 20.00000 2000.00| 25.00000 2500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0660 636002-002 EE2 96.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 4,013,828.50| $ 3,745,102.70| $ 4,679,771.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10907 | | | 0665 203001-000 LUMP | 600000.00000 600000.00| 550000.00000 550000.00| 1400000.00000 1400000.00 DISMANTLING STRUCTURE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -33 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0667 212001-000 990.000 CY | 110.00000 108900.00| 50.00000 49500.00| 22.25000 22027.50 STRUCTURE EXCAVATION | | | 0670 601002-001 1459.000 CY | 550.00000 802450.00| 645.00000 941055.00| 600.00000 875400.00 CLASS B CONCRETE | | | 0675 601002-003 961.000 CY | 730.00000 701530.00| 925.00000 888925.00| 750.00000 720750.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0680 601009-001 4607.000 CY | 510.00000 2349570.00| 470.00000 2165290.00| 550.00000 2533850.00 CLASS H CONCRETE | | | 0685 601009-003 429.000 CY | 1400.00000 600600.00| 935.00000 401115.00| 1250.00000 536250.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0690 602001-001 322097.000 LB | 0.87000 280224.39| 0.95000 305992.15| 0.95000 305992.15 REINFORCING STEEL BAR | | | 0695 602002-001 973243.000 LB | 0.99000 963510.57| 1.16000 1128961.88| 1.05000 1021905.15 EPOXY COATED REINFORCING STEEL BAR | | | 0700 617001-001 95.000 LF | 180.00000 17100.00| 150.00000 14250.00| 140.00000 13300.00 PIPE RAILING | | | 0705 617003-001 2431.000 LF | 85.00000 206635.00| 60.00000 145860.00| 72.00000 175032.00 ALUMINUM RAILING ,2 RAIL | | | 0710 617003-001 2292.000 LF | 86.00000 197112.00| 82.00000 187944.00| 105.00000 240660.00 ALUMINUM RAILING ,3 RAIL | | | 0715 624001-001 404.000 LF | 3.10000 1252.40| 1.00000 404.00| 14.50000 5858.00 PREFORMED ELASTOMERIC JOINT SEALER | | | 0720 625001-020 333.000 LF | 1000.00000 333000.00| 800.00000 266400.00| 725.00000 241425.00 60 INCH DIAMETER DRILLED CAISSONS | | | 0725 625001-028 232.000 LF | 1500.00000 348000.00| 3030.00000 702960.00| 1650.00000 382800.00 84 INCH DIAMETER DRILLED CAISSONS | | | 0730 625003-020 100.000 LF | 1700.00000 170000.00| 1100.00000 110000.00| 680.00000 68000.00 60 INCH ROCK SOCKET FOUNDATION | | | 0735 625003-028 267.000 LF | 2000.00000 534000.00| 3400.00000 907800.00| 1575.00000 420525.00 84 INCH ROCK SOCKET FOUNDATION | | | 0740 625005-001 1163.000 LF | 26.00000 30238.00| 35.00000 40705.00| 72.00000 83736.00 PREINSTALLATION CORE HOLE | | | 0745 627008-001 16.000 EA | 6500.00000 104000.00| 5250.00000 84000.00| 6990.00000 111840.00 GUIDED BEARING, ELASTOMERIC | | | 0750 627008-002 33.000 EA | 4300.00000 141900.00| 5250.00000 173250.00| 5145.00000 169785.00 NON-GUIDED BEARINGS, ELASTOMERIC | | | 0755 627008-003 6.000 EA | 6100.00000 36600.00| 5250.00000 31500.00| 6825.00000 40950.00 FIXED BEARINGS, ELASTOMERIC | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -34 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0760 627023-001 112.000 LF | 2800.00000 313600.00| 3000.00000 336000.00| 2970.00000 332640.00 EXPANSION DAM, STEEL FINGER JOINT | | | 0765 639001-001 LUMP | 130000.00000 130000.00| 30000.00000 30000.00| 178600.00000 178600.00 CONSTRUCTION LAYOUT STAKE | | | 0775 643010-022 60.000 LF | 140.00000 8400.00| 35.00000 2100.00| 175.00000 10500.00 8 INCH FIBERGLASS PIPE, . | | | 0780 662002-001 LUMP | 19000.00000 19000.00| 94000.00000 94000.00| 19300.00000 19300.00 GALVANIZED STEEL CONDUIT | | | 0785 662003-001 1.000 LS | 2800.00000 2800.00| 2000.00000 2000.00| 2760.00000 2760.00 POLYVINYLCHLORIDE CONDUIT, APPROACH | | | SLABS | | | 0790 662003-001 1.000 LS | 70000.00000 70000.00| 85000.00000 85000.00| 69000.00000 69000.00 POLYVINYLCHLORIDE CONDUIT, BRIDGE | | | 0795 662003-001 1.000 LS | 2800.00000 2800.00| 8300.00000 8300.00| 2760.00000 2760.00 POLYVINYLCHLORIDE CONDUIT, RETAINING | | | WALLS | | | 0800 662006-001 14.000 EA | 1100.00000 15400.00| 1110.00000 15540.00| 1105.00000 15470.00 JUNCTION BOX, TYPE A, MODIFIED | | | 0805 615001-002 FF1 5352125.000 LB | 1.28000 6850720.00| 1.32000 7064805.00| 1.23000 6583113.75 STEEL SUPERSTRUCTURE, STIFFENEDED OPTIO | | | 0810 615001-002 FF2 5554009.000 LB | | | STEEL SUPERSTRUCTURE, UNSTIFFENDED | | | OPTION | | | 0815 626002-002 GG1 8064.000 SF | 66.00000 532224.00| 50.00000 403200.00| 61.50000 495936.00 MSE RETAINING WALL, REINFORCED EARTH , | | | WALL 1 | | | 0820 626002-003 GG2 8064.000 SF | | | MSE RETAINING WALL, ISOGRID ,WALL 1 | | | 0825 626002-004 GG3 8064.000 SF | | | MSE RETAINING WALL, MSE PLUS ,WALL 1 | | | 0830 626002-005 GG4 8064.000 SF | | | MSE RETAINING WALL, ARES ,WALL 1 | | | 0835 626002-006 GG5 8064.000 SF | | | MSE RETAINING WALL, TRICON ,WALL 1 | | | 0840 626002-007 GG6 8064.000 SF | | | MSE RETAINING WALL, EARTHTRAC HA ,WALL | | | 0845 626002-002 HH1 2910.000 SF | 71.00000 206610.00| 52.00000 151320.00| 66.50000 193515.00 MSE RETAINING WALL, REINFORCED EARTH , | | | WALL 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -35 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0850 626002-003 HH2 2910.000 SF | | | MSE RETAINING WALL, ISOGRID ,WALL 2 | | | 0855 626002-004 HH3 2910.000 SF | | | MSE RETAINING WALL, MSE PLUS ,WALL 2 | | | 0860 626002-005 HH4 2910.000 SF | | | MSE RETAINING WALL, ARES ,WALL 2 | | | 0865 626002-006 HH5 2910.000 SF | | | MSE RETAINING WALL, TRICON ,WALL 2 | | | 0870 626002-007 HH6 2910.000 SF | | | MSE RETAINING WALL, EARTHTRAC HA ,WALL | | | SECTION TOTALS | $ 16,678,176.36| $ 17,288,177.03| $ 17,273,680.55 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS - WV | | | 0875 657008-001 177.000 LF | 8.30000 1469.10| 8.00000 1416.00| 8.85000 1566.45 2.00 LB CHANNEL POST | | | 0880 657010-001 599.000 LF | 9.30000 5570.70| 9.00000 5391.00| 9.95000 5960.05 3.00 LB CHANNEL POST | | | 0885 657017-001 5.000 CY | 1600.00000 8000.00| 1500.00000 7500.00| 1660.00000 8300.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0890 657018-001 26.000 EA | 52.00000 1352.00| 50.00000 1300.00| 55.00000 1430.00 POST REMOVAL | | | 0895 657019-001 1.000 EA | 1200.00000 1200.00| 1200.00000 1200.00| 1325.00000 1325.00 PIPE POST ,TYPE 1 | | | 0900 657019-001 5.000 EA | 1300.00000 6500.00| 1300.00000 6500.00| 1440.00000 7200.00 PIPE POST ,TYPE 2 | | | 0905 657019-001 4.000 EA | 2200.00000 8800.00| 2100.00000 8400.00| 2320.00000 9280.00 PIPE POST ,TYPE 7 | | | 0910 657019-001 3.000 EA | 2200.00000 6600.00| 2100.00000 6300.00| 2320.00000 6960.00 PIPE POST ,TYPE 9 | | | 0915 661001-001 745.000 SF | 21.00000 15645.00| 20.00000 14900.00| 22.00000 16390.00 0.080 IN FLAT SHEET SIGN | | | 0920 661011-001 9.000 EA | 160.00000 1440.00| 150.00000 1350.00| 166.00000 1494.00 INSTALLATION OF REUSABLE SIGN | | | 0925 663001-004 9310.000 LF | 0.24000 2234.40| 0.23000 2141.30| 0.25000 2327.50 EDGE LINE, TYPE II - 4 IN , 4" WHITE | | | 0930 663002-005 10190.000 LF | 0.24000 2445.60| 0.23000 2343.70| 0.25000 2547.50 LANE LINE , TYPE II - 4 IN ,4" YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -36 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0935 663004-011 1460.000 LF | 7.30000 10658.00| 7.00000 10220.00| 7.75000 11315.00 CHANNELIZING LINE, TYPE V - 8 IN ,8" | | | WHITE | | | 0940 663005-010 230.000 LF | 14.00000 3220.00| 13.00000 2990.00| 14.25000 3277.50 STOP LINE, TYPE V - 12 IN ,24" WHITE | | | 0945 663007-010 200.000 LF | 9.40000 1880.00| 9.00000 1800.00| 10.00000 2000.00 STRIPE, TYPE V ,12" WHITE | | | 0950 663007-010 100.000 LF | 9.40000 940.00| 9.00000 900.00| 10.00000 1000.00 STRIPE, TYPE V ,12" YELLOW | | | 0955 663010-010 18.000 EA | 180.00000 3240.00| 175.00000 3150.00| 193.00000 3474.00 ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | 0960 663011-010 8.000 EA | 47.00000 376.00| 45.00000 360.00| 50.00000 400.00 LANE LETTER, TYPE V | | | 0965 663012-208 28.000 EA | 24.00000 672.00| 23.00000 644.00| 25.50000 714.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 82,242.80| $ 78,806.00| $ 86,961.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 HIGHWAY LIGHTING - WV | | | 0970 662002-001 LUMP | 81000.00000 81000.00| 3800.00000 3800.00| 90100.00000 90100.00 GALVANIZED STEEL CONDUIT ,WV-1 | | | 0975 662006-001 18.000 EA | 1700.00000 30600.00| 1440.00000 25920.00| 1660.00000 29880.00 JUNCTION BOX, TYPE H | | | 0980 662007-001 20.000 EA | 640.00000 12800.00| 480.00000 9600.00| 640.00000 12800.00 LUMINAIRE, 250W | | | 0985 662008-001 1.000 LS | 42000.00000 42000.00| 48000.00000 48000.00| 41500.00000 41500.00 CABLE, WV-1 | | | 0990 662010-001 1.000 EA | 4400.00000 4400.00| 3300.00000 3300.00| 4400.00000 4400.00 LIGHTING SUPPORT, TYPE I, 40-10 | | | 0995 662010-001 3.000 EA | 4700.00000 14100.00| 3300.00000 9900.00| 4700.00000 14100.00 LIGHTING SUPPORT, TYPE I, 40-12 | | | 1000 662010-001 8.000 EA | 3600.00000 28800.00| 3250.00000 26000.00| 3600.00000 28800.00 LIGHTING SUPPORT, TYPE I, 40-15 | | | 1005 662010-001 5.000 EA | 2500.00000 12500.00| 3100.00000 15500.00| 2500.00000 12500.00 LIGHTING SUPPORT, TYPE I, 40-20 | | | 1010 662010-001 6.000 EA | 4700.00000 28200.00| 3300.00000 19800.00| 4700.00000 28200.00 LIGHTING SUPPORT, TYPE I, 40-8 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -37 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1015 662013-001 LUMP | 11000.00000 11000.00| 15000.00000 15000.00| 10500.00000 10500.00 SERVICE AND CONTROL STATION, WV-1 | | | 1020 662014-001 LUMP | 5500.00000 5500.00| 10000.00000 10000.00| 5500.00000 5500.00 INCIDENTAL ELECTRICAL WORK ,WV-1 | | | 1025 662015-001 1.000 LS | 280.00000 280.00| 2000.00000 2000.00| 300.00000 300.00 ELECTRICAL TEST, WV-1 | | | SECTION TOTALS | $ 271,180.00| $ 188,820.00| $ 278,580.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 TRAFFIC SIGNALS - WV | | | 1030 660001-002 LUMP | 1700.00000 1700.00| 4000.00000 4000.00| 1660.00000 1660.00 SIGNAL CONTROLLER, INSTALLATION ONLY , | | | TYPE C | | | 1035 660003-001 2.000 EA | 840.00000 1680.00| 1000.00000 2000.00| 830.00000 1660.00 SIGNAL SECTION, G-16 | | | 1040 660003-006 10.000 EA | 280.00000 2800.00| 250.00000 2500.00| 280.00000 2800.00 SIGNAL SECTION, V-12 | | | 1045 660003-007 48.000 EA | 110.00000 5280.00| 100.00000 4800.00| 110.00000 5280.00 SIGNAL SECTION, INSTALLATION ONLY, V-12 | | | 1050 660004-041 4.000 EA | 8100.00000 32400.00| 8750.00000 35000.00| 8000.00000 32000.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 1055 660004-050 2.000 EA | 2500.00000 5000.00| 2000.00000 4000.00| 2500.00000 5000.00 SIGNAL SUPPORT, E1 | | | 1060 660007-001 LUMP | 25000.00000 25000.00| 30000.00000 30000.00| 25000.00000 25000.00 MISCELLANEOUS SIGNAL ,NEW | | | 1065 660007-001 LUMP | 8400.00000 8400.00| 8000.00000 8000.00| 8300.00000 8300.00 MISCELLANEOUS SIGNAL ,RELOCATE | | | 1070 660007-001 LUMP | 5600.00000 5600.00| 24000.00000 24000.00| 5500.00000 5500.00 MISCELLANEOUS SIGNAL ,SIGNAL REMOVAL | | | 1075 662007-001 4.000 EA | 640.00000 2560.00| 480.00000 1920.00| 640.00000 2560.00 LUMINAIRE, 250W,240 VOLT | | | 1080 662014-001 LUMP | 5600.00000 5600.00| 10000.00000 10000.00| 5550.00000 5550.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 96,020.00| $ 126,220.00| $ 95,310.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SEWERLINE RELOCATION - WV | | | 1085 675017-001 1.000 EA | 1300.00000 1300.00| 640.47000 640.47| 5550.00000 5550.00 ABANDONING MANHOLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -38 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1090 675018-001 14.000 EA | 1900.00000 26600.00| 950.00000 13300.00| 2800.00000 39200.00 ADJUSTING MANHOLE | | | SECTION TOTALS | $ 27,900.00| $ 13,940.47| $ 44,750.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATERLINE RELOCATION - WV | | | 1095 639001-001 LUMP | 4700.00000 4700.00| 5000.00000 5000.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKE | | | 1100 670004-201 1113.000 LF | 110.00000 122430.00| 105.00000 116865.00| 100.00000 111300.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 52 | | | 1105 670004-221 366.000 LF | 120.00000 43920.00| 210.00000 76860.00| 122.00000 44652.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 52 | | | 1110 670007-012 105.000 LF | 83.00000 8715.00| 60.00000 6300.00| 55.00000 5775.00 2 INCH PLASTIC PIPE, CLASS 13.5 | | | 1115 670008-040 50.000 LF | 62.00000 3100.00| 45.00000 2250.00| 56.00000 2800.00 3/4 INCH COPPER SERVICE PIPE | | | 1120 670008-060 15.000 LF | 62.00000 930.00| 45.00000 675.00| 115.00000 1725.00 1 INCH COPPER SERVICE PIPE | | | 1125 670009-200 4.000 EA | 1500.00000 6000.00| 1500.00000 6000.00| 2200.00000 8800.00 6 INCH GATE VALVE AND VALVE BOX | | | 1130 670009-220 1.000 EA | 1900.00000 1900.00| 1750.00000 1750.00| 5550.00000 5550.00 8 INCH GATE VALVE AND VALVE BOX | | | 1135 670013-200 3.000 EA | 4700.00000 14100.00| 4000.00000 12000.00| 3900.00000 11700.00 6 INCH FIRE HYDRANT | | | 1140 670015-040 3.000 EA | 930.00000 2790.00| 760.00000 2280.00| 225.00000 675.00 3/4 INCH METER | | | 1145 670015-060 1.000 EA | 1000.00000 1000.00| 800.00000 800.00| 775.00000 775.00 1 INCH METER | | | 1150 670017-001 4.000 EA | 620.00000 2480.00| 400.00000 1600.00| 1300.00000 5200.00 METER BOX | | | 1155 670019-001 1.000 EA | 3100.00000 3100.00| 550.00000 550.00| 3350.00000 3350.00 SPECIAL VALVE, 2 INCH BALL VALVE & | | | VALVE BOX | | | 1160 670019-001 1.000 EA | 16000.00000 16000.00| 11500.00000 11500.00| 3350.00000 3350.00 SPECIAL VALVE, 8 INCH BY INSERTION | | | 1165 670019-221 3.000 EA | 7100.00000 21300.00| 2900.00000 8700.00| 4500.00000 13500.00 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -39 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1170 670020-001 18.000 EA | 1900.00000 34200.00| 1040.00000 18720.00| 600.00000 10800.00 SPECIAL STRUCTURE, CORP STOP CAP | | | SECTION TOTALS | $ 286,665.00| $ 271,850.00| $ 230,452.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 COMPUTER SYSTEM | | | 1175 640004-001 LUMP | 1200.00000 1200.00| 3000.00000 3000.00| 5600.00000 5600.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 1,200.00| $ 3,000.00| $ 5,600.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 GRADE, DRAIN & PAVE - MD | | | 1180 207001-001 5851.000 CY | 15.00000 87765.00| 10.00000 58510.00| 28.00000 163828.00 UNCLASSIFIED EXCAVATION | | | 1185 207002-000 1200.000 CY | 39.00000 46800.00| 30.00000 36000.00| 45.50000 54600.00 SUBGRADE | | | 1190 207034-000 13218.000 SY | 2.10000 27757.80| 1.25000 16522.50| 2.50000 33045.00 FABRIC FOR SEPARATION | | | 1195 211001-000 25807.000 CY | 16.00000 412912.00| 8.00000 206456.00| 18.00000 464526.00 UNCLASSIFIED BORROW EXCAVATION | | | 1200 212004-000 5.000 EA | 1.00000 5.00| 20000.00000 100000.00| 15500.00000 77500.00 COFFERDAM | | | 1205 218001-000 156.000 CY | 57.00000 8892.00| 110.00000 17160.00| 72.00000 11232.00 RIPRAP | | | 1210 307001-000 3183.000 CY | 41.00000 130503.00| 55.00000 175065.00| 43.50000 138460.50 AGGREGATE BASE COURSE, CLASS 1 | | | 1215 408002-001 5.000 GA | 5.80000 29.00| 5.60000 28.00| 6.00000 30.00 BITUMINOUS MATERIAL | | | 1220 415005-001 1832.000 SY | 7.20000 13190.40| 4.50000 8244.00| 5.00000 9160.00 REMOVE EXISTING PAVEMENT SURFACE | | | 1225 502001-012 124.000 SY | 240.00000 29760.00| 196.00000 24304.00| 330.00000 40920.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 1230 506002-001 59.000 SY | 170.00000 10030.00| 90.00000 5310.00| 210.00000 12390.00 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 1235 601006-001 40.000 CY | 250.00000 10000.00| 135.00000 5400.00| 300.00000 12000.00 CLASS D CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -40 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1240 604037-012 150.000 LF | 93.00000 13950.00| 60.00000 9000.00| 150.00000 22500.00 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1245 604037-016 403.000 LF | 99.00000 39897.00| 70.00000 28210.00| 115.00000 46345.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1250 604037-020 48.000 LF | 120.00000 5760.00| 100.00000 4800.00| 160.00000 7680.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | ASTM C-361, B-25 | | | 1255 604037-020 300.000 LF | 120.00000 36000.00| 100.00000 30000.00| 75.00000 22500.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1260 604038-012 1.000 EA | 1200.00000 1200.00| 800.00000 800.00| 3400.00000 3400.00 15 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1265 604038-020 1.000 EA | 1600.00000 1600.00| 900.00000 900.00| 3600.00000 3600.00 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1270 604041-015 131.000 LF | 220.00000 28820.00| 165.00000 21615.00| 202.00000 26462.00 30X19 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS IV | | | 1275 604076-016 54.000 LF | 100.00000 5400.00| 65.00000 3510.00| 250.00000 13500.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 1280 605001-001 6.000 EA | 6200.00000 37200.00| 3200.00000 19200.00| 5300.00000 31800.00 TYPE A MANHOLE ,MD STD. MANHOLE | | | 1285 605005-001 4.000 EA | 3600.00000 14400.00| 2500.00000 10000.00| 3400.00000 13600.00 TYPE C INLET ,MD K INLET NON-TRAFFIC | | | DOUBLE OPENING | | | 1290 605005-001 2.000 EA | 4700.00000 9400.00| 3000.00000 6000.00| 3500.00000 7000.00 TYPE C INLET ,MD K INLET TRAFFIC DOUBLE | | | OPENING | | | 1295 605005-001 1.000 EA | 4400.00000 4400.00| 2500.00000 2500.00| 3500.00000 3500.00 TYPE C INLET ,MD K INLET TRAFFIC SINGLE | | | OPENING | | | 1300 605007-001 1.000 EA | 7100.00000 7100.00| 3000.00000 3000.00| 4700.00000 4700.00 TYPE E INLET ,MD 10 FT COG INLET | | | 1305 605008-001 1.000 EA | 4400.00000 4400.00| 2600.00000 2600.00| 4700.00000 4700.00 TYPE F INLET ,MD E INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -41 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1310 605008-001 2.000 EA | 3900.00000 7800.00| 2500.00000 5000.00| 5900.00000 11800.00 TYPE F INLET ,MD S INLET | | | 1315 605039-001 1.000 EA | 2100.00000 2100.00| 5000.00000 5000.00| 3000.00000 3000.00 JUNCTION BOX | | | 1320 607001-001 525.000 LF | 18.00000 9450.00| 17.25000 9056.25| 19.00000 9975.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 1325 607006-001 2.000 EA | 1100.00000 2200.00| 1100.00000 2200.00| 1200.00000 2400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 1330 607009-001 162.000 LF | 20.00000 3240.00| 23.24000 3764.88| 23.00000 3726.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 1335 607065-002 1.000 EA | 310.00000 310.00| 648.59000 648.59| 550.00000 550.00 FLARED END TERMINAL, REMOVE AND RESET | | | 1340 607066-001 1.000 EA | 1700.00000 1700.00| 1600.00000 1600.00| 1800.00000 1800.00 TANGENT END TERMINAL | | | 1345 609001-001 176.000 SY | 33.00000 5808.00| 40.00000 7040.00| 56.50000 9944.00 CONCRETE SIDEWALK | | | 1350 609002-001 20.000 CY | 50.00000 1000.00| 60.00000 1200.00| 200.00000 4000.00 BED COURSE MATERIAL | | | 1355 610001-001 615.000 LF | 25.00000 15375.00| 30.00000 18450.00| 27.00000 16605.00 PLAIN CONCRETE CURBING, TYPE I | | | 1360 610003-001 314.000 LF | 29.00000 9106.00| 40.00000 12560.00| 32.00000 10048.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 1365 636005-001 1.000 LS | 60000.00000 60000.00| 225000.00000 225000.00| 200000.00000 200000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,CONSTRUCTION ACCESS | | | 1370 636006-001 7.000 DA | 610.00000 4270.00| 485.00000 3395.00| 650.00000 4550.00 PILOT TRUCK AND DRIVER | | | 1375 636007-001 20300.000 LF | 0.89000 18067.00| 0.85000 17255.00| 0.95000 19285.00 ERADICATION OF PAVEMENT MARKING | | | 1380 636008-001 44200.000 LF | 0.24000 10608.00| 0.23000 10166.00| 0.25000 11050.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN , | | | 5" MD | | | 1385 636009-001 3100.000 LF | 1.40000 4340.00| 1.35000 4185.00| 1.50000 4650.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN , | | | 5" MD | | | 1390 636011-001 23000.000 UN | 0.82000 18860.00| 0.81000 18630.00| 0.85000 19550.00 TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -42 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1395 636012-010 6.000 EA | 370.00000 2220.00| 365.00000 2190.00| 400.00000 2400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1400 636013-001 200.000 EA | 3.70000 740.00| 3.75000 750.00| 4.00000 800.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1405 636014-001 600.000 HR | 56.00000 33600.00| 45.00000 27000.00| 57.00000 34200.00 FLAGGER | | | 1410 636014-002 160.000 HR | 52.00000 8320.00| 35.00000 5600.00| 44.00000 7040.00 TRAFFIC DIRECTOR | | | 1415 636017-001 1360.000 LF | 30.00000 40800.00| 30.00000 40800.00| 36.00000 48960.00 TEMPORARY CONCRETE BARRIER | | | 1420 636018-001 1925.000 LF | 6.70000 12897.50| 7.50000 14437.50| 6.00000 11550.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1425 636021-001 100.000 DA | 17.00000 1700.00| 17.00000 1700.00| 100.00000 10000.00 ELECTRIC ARROW | | | 1430 636022-001 240.000 DA | 68.00000 16320.00| 90.00000 21600.00| 105.00000 25200.00 CHANGEABLE MESSAGE SIGN | | | 1435 636024-001 26.000 LF | 0.01000 0.26| 450.00000 11700.00| 52.00000 1352.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 15" CMP | | | 1440 636024-001 144.000 LF | 0.01000 1.44| 200.00000 28800.00| 135.00000 19440.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 30"X19" RCP | | | 1445 636024-001 280.000 LF | 410.00000 114800.00| 550.00000 154000.00| 48.00000 13440.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 48" CMP | | | 1450 636026-001 LUMP | 3400.00000 3400.00| 25000.00000 25000.00| 22100.00000 22100.00 TEMPORARY LIGHTING ,MD | | | 1455 639001-001 LUMP | 49000.00000 49000.00| 7500.00000 7500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1460 642002-001 966.000 LF | 19.00000 18354.00| 15.00000 14490.00| 11.00000 10626.00 SLOPE DRAIN ,18 INCH | | | 1465 642002-001 687.000 LF | 21.00000 14427.00| 20.00000 13740.00| 17.00000 11679.00 SLOPE DRAIN ,21 INCH | | | 1470 642012-001 1099.000 LF | 3.40000 3736.60| 4.50000 4945.50| 5.00000 5495.00 SILT FENCE | | | 1475 642015-001 1571.000 LF | 8.30000 13039.30| 10.00000 15710.00| 10.00000 15710.00 SUPER SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -43 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1480 642015-001 2251.000 LF | 11.00000 24761.00| 15.00000 33765.00| 13.50000 30388.50 SUPER SILT FENCE ,DIVERSION FENCE | | | 1485 642036-001 255.000 CY | 26.00000 6630.00| 12.00000 3060.00| 11.50000 2932.50 SEDIMENT REMOVAL | | | 1490 642037-001 44.000 CY | 1300.00000 57200.00| 75.00000 3300.00| 1450.00000 63800.00 SEDIMENT POND ,BIORETENTION FACILITY | | | 1495 642040-001 14.000 EA | 360.00000 5040.00| 350.00000 4900.00| 350.00000 4900.00 INLET PROTECTION | | | 1500 642050-001 10.000 EA | 3600.00000 36000.00| 550.00000 5500.00| 2100.00000 21000.00 DEWATERING DEVICE -PORTABLE SEDIMENT | | | TANK | | | 1505 651001-001 260.000 CY | 52.00000 13520.00| 40.00000 10400.00| 65.00000 16900.00 FURNISHING AND PLACING TOPSOIL | | | 1510 651002-001 470.000 CY | 31.00000 14570.00| 15.00000 7050.00| 30.00000 14100.00 PLACING STOCKPILED TOPSOIL | | | 1515 652001-001 10.000 TN | 21.00000 210.00| 20.00000 200.00| 20.00000 200.00 AGRICULTURAL LIMESTONE | | | 1520 652002-001 1.060 TN | 620.00000 657.20| 600.00000 636.00| 600.00000 636.00 FERTILIZER, 10-20-10 | | | 1525 652002-002 0.580 TN | 1200.00000 696.00| 1200.00000 696.00| 1200.00000 696.00 FERTILIZER, UREA FORMALDEHYDE | | | 1530 652003-002 400.000 LB | 6.70000 2680.00| 6.50000 2600.00| 6.50000 2600.00 SEED MIXTURE, D | | | 1535 652004-001 9.000 TN | 360.00000 3240.00| 350.00000 3150.00| 350.00000 3150.00 STRAW OR HAY MULCH | | | 1540 655002-001 820.000 SY | 5.10000 4182.00| 4.95000 4059.00| 5.00000 4100.00 PERMANENT EROSION MATTING, TYPE A | | | 1545 655002-001 144.000 SY | 5.10000 734.40| 4.95000 712.80| 5.00000 720.00 PERMANENT EROSION MATTING, TYPE B | | | 1550 663001-004 220.000 LF | 0.24000 52.80| 0.23000 50.60| 0.25000 55.00 EDGE LINE, TYPE II - 4 IN ,5" MD, | | | DETOUR C | | | 1555 663002-005 900.000 LF | 0.24000 216.00| 0.23000 207.00| 0.25000 225.00 LANE LINE , TYPE II - 4 IN WHITE, 5" MD | | | DETOUR C | | | 1560 663002-005 1080.000 LF | 0.24000 259.20| 0.23000 248.40| 0.25000 270.00 LANE LINE , TYPE II - 4 IN YELLOW, 5" | | | MD, DETOUR C | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -44 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1565 663005-008 210.000 LF | 1.70000 357.00| 1.65000 346.50| 1.80000 378.00 STOP LINE, TYPE IV ,24" WHITE, TEMPORAR | | | 1570 663007-010 110.000 LF | 9.40000 1034.00| 9.00000 990.00| 10.00000 1100.00 STRIPE, TYPE V ,DETOUR C | | | 1575 663010-010 4.000 EA | 180.00000 720.00| 175.00000 700.00| 190.00000 760.00 ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V ,DETOUR C | | | 1580 664001-009 8.000 EA | 1600.00000 12800.00| 1500.00000 12000.00| 1650.00000 13200.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 1585 664011-001 2.000 EA | 3100.00000 6200.00| 3000.00000 6000.00| 3300.00000 6600.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE II | | | 1590 664011-001 6.000 EA | 2600.00000 15600.00| 2500.00000 15000.00| 2750.00000 16500.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE V | | | 1595 675018-001 1.000 EA | 3500.00000 3500.00| 2100.00000 2100.00| 1800.00000 1800.00 ADJUSTING MANHOLE | | | 1600 675025-001 1.000 EA | 2600.00000 2600.00| 1600.00000 1600.00| 3500.00000 3500.00 SPECIAL STRUCTURE ,17"X13" TYPE E | | | ENDWALL | | | 1605 675025-001 1.000 EA | 2600.00000 2600.00| 700.00000 700.00| 176.00000 176.00 SPECIAL STRUCTURE ,24 INCH 22.5 DEGREE | | | BEND | | | 1610 675025-001 1.000 EA | 3100.00000 3100.00| 1600.00000 1600.00| 3750.00000 3750.00 SPECIAL STRUCTURE ,24 INCH TYPE E | | | ENDWALL | | | 1615 675025-001 1.000 EA | 1000.00000 1000.00| 500.00000 500.00| 4000.00000 4000.00 SPECIAL STRUCTURE ,CONCRETE COLLAR | | | 1620 675025-001 6.000 EA | 1700.00000 10200.00| 1300.00000 7800.00| 1500.00000 9000.00 SPECIAL STRUCTURE ,SAND BAG DIVERSION | | | 1625 401001-001 JJ1 525.000 TN | 66.00000 34650.00| 64.00000 33600.00| 70.50000 37012.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 1630 401001-002 JJ2 503.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 1635 401001-001 KK1 90.000 TN | 110.00000 9900.00| 103.00000 9270.00| 115.00000 10350.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -45 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1640 401001-002 KK2 86.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 1645 401001-011 LL1 4915.000 TN | 63.00000 309645.00| 60.60000 297849.00| 67.00000 329305.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1650 401001-012 LL2 4719.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1655 401001-011 MM1 1918.000 TN | 71.00000 136178.00| 68.40000 131191.20| 76.00000 145768.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1660 401001-012 MM2 1840.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1665 401002-001 NN1 155.000 TN | 110.00000 17050.00| 104.70000 16228.50| 116.00000 17980.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | 1670 401002-002 NN2 149.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 3 | | | 1675 402001-011 PP1 1052.000 TN | 77.00000 81004.00| 74.00000 77848.00| 82.00000 86264.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1680 402001-012 PP2 1004.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1685 636002-001 QQ1 100.000 TN | 41.00000 4100.00| 20.00000 2000.00| 25.00000 2500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1690 636002-002 QQ2 96.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 2,317,647.90| $ 2,228,106.22| $ 2,668,520.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 SIGNING & PAVEMENT MARKINGS - MD | | | 1695 657005-001 273.000 LF | 23.00000 6279.00| 22.00000 6006.00| 24.00000 6552.00 WOOD SUPPORT, 4"X4", MD | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -46 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1700 657005-001 227.000 LF | 25.00000 5675.00| 24.00000 5448.00| 26.50000 6015.50 WOOD SUPPORT, 4"X6", MD | | | 1705 657005-001 127.000 LF | 36.00000 4572.00| 25.00000 3175.00| 27.50000 3492.50 WOOD SUPPORT, 6"X6", MD | | | 1710 657005-001 41.000 LF | 35.00000 1435.00| 34.00000 1394.00| 37.50000 1537.50 WOOD SUPPORT, 6"X8", MD | | | 1715 657018-001 34.000 EA | 52.00000 1768.00| 50.00000 1700.00| 55.00000 1870.00 POST REMOVAL | | | 1720 661001-001 318.000 SF | 21.00000 6678.00| 20.00000 6360.00| 22.00000 6996.00 0.080 IN FLAT SHEET SIGN | | | 1725 661002-001 142.000 SF | 28.00000 3976.00| 27.00000 3834.00| 30.00000 4260.00 EXTRUDED PANEL SIGN ,MD | | | 1730 663001-004 5250.000 LF | 0.24000 1260.00| 0.23000 1207.50| 0.25000 1312.50 EDGE LINE, TYPE II - 4 IN ,5" WHITE MD | | | 1735 663002-005 5980.000 LF | 0.24000 1435.20| 0.23000 1375.40| 0.25000 1495.00 LANE LINE , TYPE II - 4 IN ,5" YELLOW M | | | 1740 663004-004 505.000 LF | 0.24000 121.20| 0.23000 116.15| 0.25000 126.25 CHANNELIZING LINE, TYPE II ,5" WHITE MD | | | 1745 663005-010 100.000 LF | 14.00000 1400.00| 13.00000 1300.00| 14.35000 1435.00 STOP LINE, TYPE V - 12 IN ,24" WHITE | | | 1750 663006-010 440.000 LF | 9.40000 4136.00| 9.00000 3960.00| 10.00000 4400.00 CROSSWALK LINE, TYPE V - 12 IN X 6 FT . | | | 1755 663010-010 8.000 EA | 180.00000 1440.00| 175.00000 1400.00| 195.00000 1560.00 ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | SECTION TOTALS | $ 40,175.40| $ 37,276.05| $ 41,052.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 HIGHWAY LIGHTING - MD | | | 1760 662003-001 1.000 LS | 58000.00000 58000.00| 65000.00000 65000.00| 58000.00000 58000.00 POLYVINYLCHLORIDE CONDUIT, MD-1 | | | 1765 662006-001 6.000 EA | 3600.00000 21600.00| 2500.00000 15000.00| 3600.00000 21600.00 JUNCTION BOX, TYPE MARYLAND ELECTRICAL | | | MANHOLE | | | 1770 662007-001 9.000 EA | 640.00000 5760.00| 480.00000 4320.00| 635.00000 5715.00 LUMINAIRE, 250W MARYLAND STANDARD | | | 1775 662008-001 1.000 LS | 39000.00000 39000.00| 24000.00000 24000.00| 39000.00000 39000.00 CABLE, MD-1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 006 -47 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9218040 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0487806 |( 5 ) 25-1021993 |( 6 ) 55-0345840 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1780 662010-001 2.000 EA | 7000.00000 14000.00| 4500.00000 9000.00| 6900.00000 13800.00 LIGHTING SUPPORT, TYPE I, 40-10 | | | MARYLAND STANDARD | | | 1785 662010-001 3.000 EA | 7200.00000 21600.00| 4000.00000 12000.00| 7200.00000 21600.00 LIGHTING SUPPORT, TYPE I, 40-15 | | | MARYLAND STANDARD | | | 1790 662010-001 1.000 EA | 7500.00000 7500.00| 3500.00000 3500.00| 7400.00000 7400.00 LIGHTING SUPPORT, TYPE I, 40-20 | | | MARYLAND STANDARD | | | 1795 662013-001 LUMP | 2800.00000 2800.00| 8000.00000 8000.00| 2800.00000 2800.00 SERVICE AND CONTROL STATION, MD-1 | | | 1800 662014-001 LUMP | 2800.00000 2800.00| 6000.00000 6000.00| 2800.00000 2800.00 INCIDENTAL ELECTRICAL WORK MD-1 | | | 1805 662015-001 1.000 LS | 280.00000 280.00| 2000.00000 2000.00| 300.00000 300.00 ELECTRICAL TEST, MD-1 | | | SECTION TOTALS | $ 173,340.00| $ 148,820.00| $ 173,015.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 TRAFFIC SIGNALS - MD | | | 1810 660007-001 LUMP | 5600.00000 5600.00| 24000.00000 24000.00| 5500.00000 5500.00 MISCELLANEOUS SIGNAL , SIGNAL REMOVAL, | | | MD | | | SECTION TOTALS | $ 5,600.00| $ 24,000.00| $ 5,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 LANDSCAPING - MD | | | 1815 654001-001 44.000 EA | 110.00000 4840.00| 110.00000 4840.00| 120.00000 5280.00 TREE, DECIDUOUS, ACER SACCHARUM | | | 1820 654001-001 44.000 EA | 100.00000 4400.00| 100.00000 4400.00| 110.00000 4840.00 TREE, DECIDUOUS, BETULA NIGRA | | | 1825 654001-001 24.000 EA | 140.00000 3360.00| 135.00000 3240.00| 150.00000 3600.00 TREE, DECIDUOUS, NYSSA SYLVATICA | | | 1830 654001-001 44.000 EA | 130.00000 5720.00| 125.00000 5500.00| 138.00000 6072.00 TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 1835 654001-001 64.000 EA | 150.00000 9600.00| 145.00000 9280.00| 160.00000 10240.00 TREE, DECIDUOUS, QUERCUS PALUSTRIS | | | 1840 654006-001 15.000 MG | 310.00000 4650.00| 300.00000 4500.00| 330.00000 4950.00 WATER FOR PLANTS | | | SECTION TOTALS | $ 32,570.00| $ 31,760.00| $ 34,982.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 24,026,545.96| $ 24,185,878.47| $ 25,618,173.95 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0902009 COUNTIES : JACKSON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : FAIRPLAIN RD | RESURFACING 1.5" PROJECT(S) : S318-0077/00-129.95 00 00IM 0773 408 D00 LOCATION: OP @ MP 129.95 - CR 21 OP @ MP 132.44 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,997,477.41 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0902009 COUNTIES : JACKSON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 110000.00000 110000.00| | MOBILIZATION | | | 0010 211008-000 115.000 TN | 100.00000 11500.00| | ROCK BORROW EXCAVATION | | | 0015 307005-001 AA1 1379.000 TN | 32.00000 44128.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0020 307005-002 AA2 1255.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0025 401001-001 BB1 1410.000 TN | 215.00000 303150.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0030 401001-002 BB2 1284.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0035 401007-011 CC1 3155.000 TN | 82.00000 258710.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0040 401007-012 CC2 2872.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0045 402001-011 EE1 9463.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0050 402001-012 EE2 8612.000 TN | 84.00000 723408.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0055 408002-001 3410.000 GA | 2.00000 6820.00| | BITUMINOUS MATERIAL | | | 0060 410001-002 52589.000 LF | 0.25000 13147.25| | SAWED RUMBLE STRIP | | | 0065 415005-001 114632.000 SY | 1.95000 223532.40| | REMOVE EXISTING PAVEMENT SURFACE | | | 0070 606025-004 10.000 LF | 150.00000 1500.00| | 6 INCH UNDERDRAIN PIPE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0902009 COUNTIES : JACKSON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 607001-001 1762.500 LF | 18.00000 31725.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0080 607006-001 5.000 EA | 1700.00000 8500.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 607009-001 1800.000 LF | 6.50000 11700.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0090 607023-001 9.000 EA | 650.00000 5850.00| | MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0095 607035-001 9.000 EA | 80.00000 720.00| | GUARDRAIL ELEMENT | | | 0100 607039-001 5.000 EA | 6.00000 30.00| | 6X6X14 IN TREATED WOOD BLOCK | | | 0105 607042-001 5.000 EA | 60.00000 300.00| | 6 FT STEEL POST | | | 0110 607065-001 5.000 EA | 1850.00000 9250.00| | FLARED END TERMINAL | | | 0115 636008-001 177488.000 LF | 0.28000 49696.64| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0120 636009-001 2600.000 LF | 1.70000 4420.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | 0125 636011-001 46160.000 UN | 1.95000 90012.00| | TRAFFIC CONTROL DEVICE | | | 0130 636014-001 522.000 HR | 0.01000 5.22| | FLAGGER | | | 0135 636014-002 522.000 HR | 45.00000 23490.00| | TRAFFIC DIRECTOR | | | 0140 636021-001 53.000 DA | 18.00000 954.00| | ELECTRIC ARROW | | | 0145 636022-001 130.000 DA | 50.00000 6500.00| | CHANGEABLE MESSAGE SIGN | | | 0150 636025-001 2750.000 DA | 1.25000 3437.50| | WARNING LIGHTS, TYPE B | | | 0155 636028-001 40.000 DA | 0.01000 0.40| | SHADOW VEHICLE | | | 0160 636030-001 40.000 DA | 40.00000 1600.00| | SPEED MONITORING TRAILER | | | 0165 639001-001 LUMP | 6000.00000 6000.00| | CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0902009 COUNTIES : JACKSON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 662015-001 1.000 LS | 2000.00000 2000.00| | ELECTRICAL TEST, 1 | | | 0175 663001-018 4.980 MI | 1800.00000 8964.00| | EDGE LINE, TYPE IX - 4 IN 6" WHITE | | | 0180 663001-018 4.980 MI | 1800.00000 8964.00| | EDGE LINE, TYPE IX - 4 IN 6" YELLOW | | | 0185 663002-018 1.250 MI | 1800.00000 2250.00| | LANE LINE , TYPE IX - 4 IN 6" WHITE | | | 0190 663002-019 700.000 LF | 0.45000 315.00| | LANE LINE , TYPE IX - 4 IN 6" WHITE | | | 0195 663004-011 934.000 LF | 9.00000 8406.00| | CHANNELIZING LINE, TYPE V - 8 IN 8" | | | WHITE | | | 0200 663005-010 40.000 LF | 16.00000 640.00| | STOP LINE, TYPE V - 12 IN 24" WHITE | | | 0205 663007-010 370.000 LF | 12.00000 4440.00| | STRIPE, TYPE V 12" WHITE | | | 0210 663010-010 2.000 EA | 225.00000 450.00| | ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | 0215 663012-208 49.000 EA | 29.00000 1421.00| | RAISED PAVEMENT MARKER, TYPE P-2 W/R | | | 0220 663012-208 329.000 EA | 29.00000 9541.00| | RAISED PAVEMENT MARKER, TYPE P-2 W | | | SECTION TOTALS | $ 1,997,477.41| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,997,477.41| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0902008 COUNTIES : JACKSON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : GOLDTOWN PROJECT(S) : S318-0077/00-119.55 00 00IM 0773 409 D00 LOCATION: CR 21 - 2 MI N CR 21 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,582,084.20 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0902008 COUNTIES : JACKSON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING - 2009 STIMULUS | | | 0005 204001-000 LUMP | 82170.00000 82170.00| | MOBILIZATION | | | 0010 229001-000 2.000 MI | 8500.00000 17000.00| | SHOULDER AND DITCH | | | 0015 240001-000 60.000 LF | 55.00000 3300.00| | CLEAN CULVERT | | | 0020 240002-000 1.000 EA | 300.00000 300.00| | CLEAN INLET | | | 0025 408002-001 2929.000 GA | 2.00000 5858.00| | BITUMINOUS MATERIAL | | | 0030 410001-002 42240.000 LF | 0.25000 10560.00| | SAWED RUMBLE STRIP | | | 0035 415005-001 98551.000 SY | 1.95000 192174.45| | REMOVE EXISTING PAVEMENT SURFACE | | | 0040 605020-001 14.000 EA | 4000.00000 56000.00| | INSTALL INLET GRATE, TYPE G, RE-INSTALL | | | FLUSH | | | 0045 607009-001 475.000 LF | 6.50000 3087.50| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0050 607025-001 3.000 EA | 950.00000 2850.00| | CUT SLOPE TERMINAL, TYPE A | | | 0055 633003-001 4.000 CY | 150.00000 600.00| | DUMPED ROCK GUTTER | | | 0060 636008-011 142560.000 LF | 0.28000 39916.80| | TEMPORARY PAVEMENT MARKING-PAINT 8 IN | | | 0065 636009-011 500.000 LF | 1.70000 850.00| | TEMPORARY PAVEMENT MARKING-TAPE 8 IN | | | 0070 636011-001 21000.000 UN | 1.95000 40950.00| | TRAFFIC CONTROL DEVICE | | | 0075 636012-010 3.000 EA | 500.00000 1500.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0080 636013-001 1500.000 EA | 5.00000 7500.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0085 636014-001 150.000 HR | 55.00000 8250.00| | FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0902008 COUNTIES : JACKSON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636014-002 400.000 HR | 45.00000 18000.00| | TRAFFIC DIRECTOR | | | 0095 636021-001 120.000 DA | 18.00000 2160.00| | ELECTRIC ARROW | | | 0100 636022-001 140.000 DA | 50.00000 7000.00| | CHANGEABLE MESSAGE SIGN | | | 0105 636025-001 1428.000 DA | 1.25000 1785.00| | WARNING LIGHTS, TYPE B | | | 0110 636028-001 120.000 DA | 0.01000 1.20| | SHADOW VEHICLE | | | 0115 636030-001 120.000 DA | 40.00000 4800.00| | SPEED MONITORING TRAILER | | | 0120 639001-001 LUMP | 6000.00000 6000.00| | CONSTRUCTION LAYOUT STAKE | | | 0125 642031-001 19.000 EA | 75.00000 1425.00| | DITCH CHECK | | | 0130 652002-001 0.600 TN | 2500.00000 1500.00| | FERTILIZER, 10-20-10 | | | 0135 652003-001 355.000 LB | 1.75000 621.25| | SEED MIXTURES, B, C-1, OR C-2 | | | 0140 652004-002 2.800 TN | 375.00000 1050.00| | WOOD CELLULOSE FIBER MULCH | | | 0145 661013-001 29.000 EA | 40.00000 1160.00| | PLASTIC DELINEATOR POST, GR MOUNT | | | 0150 661013-001 35.000 EA | 40.00000 1400.00| | PLASTIC DELINEATOR POST, SOIL MOUNT | | | 0155 661020-001 3.000 EA | 34.00000 102.00| | DELINEATOR, TYPE B-1 W | | | 0160 661020-001 3.000 EA | 34.00000 102.00| | DELINEATOR, TYPE B-1 Y | | | 0165 663001-018 5.620 MI | 1800.00000 10116.00| | EDGE LINE, TYPE IX - 4 IN 6" W | | | 0170 663001-018 4.350 MI | 1800.00000 7830.00| | EDGE LINE, TYPE IX - 4 IN 6" Y | | | 0175 663002-018 1.000 MI | 1800.00000 1800.00| | LANE LINE , TYPE IX - 4 IN 6" W | | | 0180 663005-010 110.000 LF | 16.00000 1760.00| | STOP LINE, TYPE V - 12 IN 24" W | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0902008 COUNTIES : JACKSON LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 663007-010 1273.000 LF | 12.00000 15276.00| | STRIPE, TYPE V 12" W | | | 0190 663010-010 4.000 EA | 225.00000 900.00| | ONE DIRECTIONAL LANE ASSIGNMENT ARROW, | | | TY V | | | 0195 663012-208 209.000 EA | 29.00000 6061.00| | RAISED PAVEMENT MARKER, TYPE P-2 BI R/W | | | 0200 663012-208 226.000 EA | 29.00000 6554.00| | RAISED PAVEMENT MARKER, TYPE P-2 MONO W | | | 0205 307005-001 AA1 2105.000 TN | 33.00000 69465.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0210 307005-002 AA2 1915.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0215 401001-001 BB1 490.000 TN | 240.00000 117600.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0220 401001-002 BB2 446.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0225 401003-001 CC1 25.000 TN | 95.00000 2375.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0230 401003-002 CC2 23.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0235 401007-011 DD1 2708.000 TN | 80.00000 216640.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0240 401007-012 DD2 2465.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0245 402001-011 EE1 8118.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0250 402001-012 EE2 7387.000 TN | 82.00000 605734.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 1,582,084.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,582,084.20| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : KEYSER - MCCOOLE BRIDGE (LIFT STATION) PROJECT(S) : S329-0220/00-014.83 05 LOCATION: / WV46, CSX, POTOMAC RIVER ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 75-3079323 BEAR CONTRACTING, LLC $ 1,298,133.00 100.0000% 2 52-0747947 CARL BELT INC. $ 1,514,603.30 116.6755% 3 55-0700300 A.L.L. CONSTRUCTION, INC. $ 1,879,650.70 144.7965% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,953,812.70 150.5094% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 75-3079323 |( 2 ) 52-0747947 |( 3 ) 55-0700300 |BEAR CONTRACTING, LLC |CARL BELT 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, PAVE & LIFT STATION | | | 0005 201001-000 1.000 LS | 138000.00000 138000.00| 128000.00000 128000.00| 352443.00000 352443.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6200.00000 6200.00| 11260.00000 11260.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 60/1 | | | 0015 202001-000 1.000 LS | 3000.00000 3000.00| 4590.00000 4590.00| 3000.00000 3000.00 BUILDING DEMOLITION NUMBER, 60/2 | | | 0020 204001-000 LUMP | 38000.00000 38000.00| 81000.00000 81000.00| 50000.00000 50000.00 MOBILIZATION | | | 0025 207001-001 65.000 CY | 100.00000 6500.00| 25.00000 1625.00| 200.00000 13000.00 UNCLASSIFIED EXCAVATION | | | 0030 207009-000 LUMP | 55000.00000 55000.00| 6750.00000 6750.00| 5000.00000 5000.00 UNCLASSIFIED EXCAVATION | | | 0035 207034-000 2280.000 SY | 1.50000 3420.00| 2.15000 4902.00| 3.00000 6840.00 FABRIC FOR SEPARATION | | | 0040 211001-000 321.000 CY | 20.00000 6420.00| 24.80000 7960.80| 26.00000 8346.00 UNCLASSIFIED BORROW EXCAVATION | | | 0045 212004-000 4.000 EA | 17000.00000 68000.00| 27640.00000 110560.00| 83400.00000 333600.00 COFFERDAM | | | 0050 307001-000 918.000 CY | 27.00000 24786.00| 25.75000 23638.50| 44.00000 40392.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0055 608001-006 307.000 LF | 34.00000 10438.00| 26.50000 8135.50| 30.00000 9210.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0060 608004-003 1.000 EA | 600.00000 600.00| 1000.00000 1000.00| 1100.00000 1100.00 3 FT PEDESTRIAN GATE, CHAIN LINK | | | 0065 608005-001 2.000 EA | 900.00000 1800.00| 2120.00000 4240.00| 2455.00000 4910.00 VEHICULAR GATE, CHAIN LINK ,8 FT | | | 0070 609001-001 31.300 SY | 80.00000 2504.00| 123.00000 3849.90| 95.00000 2973.50 CONCRETE SIDEWALK | | | 0075 609002-001 18.000 CY | 65.00000 1170.00| 125.00000 2250.00| 250.00000 4500.00 BED COURSE MATERIAL | | | 0080 636011-001 2860.000 UN | 1.00000 2860.00| 1.30000 3718.00| 1.25000 3575.00 TRAFFIC CONTROL DEVICE | | | 0085 636012-010 3.000 EA | 450.00000 1350.00| 530.00000 1590.00| 500.00000 1500.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0090 636013-001 3.000 EA | 5.00000 15.00| 5.30000 15.90| 15.00000 45.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 75-3079323 |( 2 ) 52-0747947 |( 3 ) 55-0700300 |BEAR CONTRACTING, LLC |CARL BELT INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636014-001 80.000 HR | 60.00000 4800.00| 53.00000 4240.00| 61.00000 4880.00 FLAGGER | | | 0100 636024-001 26.000 LF | 100.00000 2600.00| 62.60000 1627.60| 51.00000 1326.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | (15 INCH CMP) | | | 0105 636024-001 144.000 LF | 150.00000 21600.00| 163.00000 23472.00| 187.00000 26928.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | (30 INCH X 19 INCH HERCP) | | | 0110 636024-001 280.000 LF | 80.00000 22400.00| 162.00000 45360.00| 193.00000 54040.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | (48 INCH CMP) | | | 0115 637001-001 3.000 MG | 250.00000 750.00| 725.00000 2175.00| 80.00000 240.00 WATER FOR DUST PALLIATIVE | | | 0120 639001-001 LUMP | 10000.00000 10000.00| 51700.00000 51700.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKE | | | 0125 640003-001 LUMP | 1800.00000 1800.00| 6000.00000 6000.00| 7000.00000 7000.00 BUILDING EQUIPMENT | | | 0130 640006-001 8.000 MO | 750.00000 6000.00| 2760.00000 22080.00| 2000.00000 16000.00 SMALL FIELD OFFICE | | | 0135 642004-001 50.000 LB | 18.00000 900.00| 10.60000 530.00| 12.00000 600.00 SEED MIXTURE, TEMPORARY | | | 0140 642004-002 50.000 LB | 30.00000 1500.00| 10.60000 530.00| 12.00000 600.00 SEED MIXTURE, B | | | 0145 642006-001 0.250 TN | 2300.00000 575.00| 2100.00000 525.00| 2450.00000 612.50 FERTILIZER | | | 0150 642010-001 1.300 TN | 60.00000 78.00| 106.00000 137.80| 122.00000 158.60 AGRICULTURAL LIMESTONE | | | 0155 642012-001 643.000 LF | 3.00000 1929.00| 4.00000 2572.00| 6.00000 3858.00 SILT FENCE | | | 0160 642012-001 922.000 LF | 11.00000 10142.00| 7.50000 6915.00| 14.00000 12908.00 SILT FENCE (DIVERSION FENCE) | | | 0165 642050-001 4.000 EA | 415.00000 1660.00| 850.00000 3400.00| 2000.00000 8000.00 DEWATERING DEVICE | | | 0170 652001-001 1.300 TN | 120.00000 156.00| 106.00000 137.80| 122.00000 158.60 AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.200 TN | 2300.00000 460.00| 2100.00000 420.00| 2455.00000 491.00 FERTILIZER, 10-20-10 | | | 0180 652003-001 50.000 LB | 35.00000 1750.00| 10.60000 530.00| 12.00000 600.00 SEED MIXTURES, B, C-1, OR C-2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 75-3079323 |( 2 ) 52-0747947 |( 3 ) 55-0700300 |BEAR CONTRACTING, LLC |CARL BELT INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652004-001 0.500 TN | 2400.00000 1200.00| 530.00000 265.00| 613.00000 306.50 STRAW OR HAY MULCH | | | 0190 672002-001 LUMP | 470000.00000 470000.00| 381500.00000 381500.00| 391300.00000 391300.00 CONSTRUCT BUILDING, WATER AND SEWER | | | PUMPING | | | 0195 401001-001 AA1 74.000 TN | 200.00000 14800.00| 112.00000 8288.00| 138.00000 10212.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0200 401001-002 AA2 70.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0205 401002-001 BB1 17.000 TN | 225.00000 3825.00| 190.00000 3230.00| 233.00000 3961.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0210 401002-001 BB2 16.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0215 636002-001 CC1 60.000 TN | 12.00000 720.00| 13.00000 780.00| 37.00000 2220.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0220 636002-002 CC2 57.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 949,708.00| $ 971,500.80| $ 1,397,834.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 WATERLINE RELOCATION-LIFT STATION | | | 0225 218001-000 217.000 CY | 45.00000 9765.00| 98.00000 21266.00| 70.00000 15190.00 RIPRAP | | | 0230 601002-001 261.000 CY | 170.00000 44370.00| 148.00000 38628.00| 220.00000 57420.00 CLASS B CONCRETE | | | 0235 639001-001 LUMP | 5000.00000 5000.00| 51600.00000 51600.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKE | | | 0240 670004-201 12.000 LF | 100.00000 1200.00| 232.00000 2784.00| 60.00000 720.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0245 670004-221 1110.000 LF | 55.00000 61050.00| 52.00000 57720.00| 65.00000 72150.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 75-3079323 |( 2 ) 52-0747947 |( 3 ) 55-0700300 |BEAR CONTRACTING, LLC |CARL BELT INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 670004-222 618.000 LF | 65.00000 40170.00| 150.00000 92700.00| 114.00000 70452.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 0255 670009-200 3.000 EA | 1000.00000 3000.00| 1030.00000 3090.00| 1157.00000 3471.00 6 INCH GATE VALVE AND VALVE BOX | | | 0260 670009-220 4.000 EA | 1700.00000 6800.00| 1440.00000 5760.00| 1620.00000 6480.00 8 INCH GATE VALVE AND VALVE BOX | | | 0265 670010-300 143.000 LF | 90.00000 12870.00| 23.50000 3360.50| 196.00000 28028.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 500 INCH | | | 0270 670013-200 2.000 EA | 3400.00000 6800.00| 4100.00000 8200.00| 4021.00000 8042.00 6 INCH FIRE HYDRANT | | | 0275 670015-040 1.000 EA | 600.00000 600.00| 715.00000 715.00| 474.00000 474.00 3/4 INCH METER | | | 0280 670017-001 1.000 EA | 900.00000 900.00| 918.00000 918.00| 723.00000 723.00 METER BOX | | | 0285 670019-221 3.000 EA | 5300.00000 15900.00| 2100.00000 6300.00| 4210.00000 12630.00 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | 0290 670021-040 20.000 LF | 21.00000 420.00| 37.00000 740.00| 37.00000 740.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 208,845.00| $ 293,781.50| $ 282,520.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEWERLINE RELOCATION-LIFT STATION | | | 0295 639001-001 LUMP | 3700.00000 3700.00| 20500.00000 20500.00| 2455.00000 2455.00 CONSTRUCTION LAYOUT STAKE | | | 0300 670009-220 1.000 EA | 1600.00000 1600.00| 1800.00000 1800.00| 2090.00000 2090.00 8 INCH GATE VALVE AND VALVE BOX | | | 0305 675007-022 476.000 LF | 50.00000 23800.00| 113.00000 53788.00| 88.00000 41888.00 8 INCH PLASTIC SEWER PIPE | | | 0310 675008-222 682.000 LF | 65.00000 44330.00| 123.00000 83886.00| 109.00000 74338.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE II | | | , CLASS 50 | | | 0315 675014-001 3.000 EA | 3200.00000 9600.00| 8150.00000 24450.00| 3900.00000 11700.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0320 675017-001 2.000 EA | 2100.00000 4200.00| 4000.00000 8000.00| 8000.00000 16000.00 ABANDONING MANHOLE (WEL 60/3 & WEL 60/4 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 75-3079323 |( 2 ) 52-0747947 |( 3 ) 55-0700300 |BEAR CONTRACTING, LLC |CARL BELT INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0325 675018-001 1.000 EA | 2000.00000 2000.00| 550.00000 550.00| 1100.00000 1100.00 ADJUSTING MANHOLE | | | 0330 675021-500 83.000 LF | 450.00000 37350.00| 655.00000 54365.00| 575.00000 47725.00 36 INCH STEEL CASING PIPE, THICKNESS 0. | | | 625 INCH | | | 0335 675027-001 2.000 EA | 6500.00000 13000.00| 991.00000 1982.00| 1000.00000 2000.00 MANHOLE REMOVAL | | | SECTION TOTALS | $ 139,580.00| $ 249,321.00| $ 199,296.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,298,133.00| $ 1,514,603.30| $ 1,879,650.70 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 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 & LIFT STATION | | | 0005 201001-000 1.000 LS | 260000.00000 260000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 8300.00000 8300.00| | BUILDING DEMOLITION NUMBER, 60/1 | | | 0015 202001-000 1.000 LS | 8300.00000 8300.00| | BUILDING DEMOLITION NUMBER, 60/2 | | | 0020 204001-000 LUMP | 27000.00000 27000.00| | MOBILIZATION | | | 0025 207001-001 65.000 CY | 34.00000 2210.00| | UNCLASSIFIED EXCAVATION | | | 0030 207009-000 LUMP | 7900.00000 7900.00| | UNCLASSIFIED EXCAVATION | | | 0035 207034-000 2280.000 SY | 1.80000 4104.00| | FABRIC FOR SEPARATION | | | 0040 211001-000 321.000 CY | 45.00000 14445.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0045 212004-000 4.000 EA | 31000.00000 124000.00| | COFFERDAM | | | 0050 307001-000 918.000 CY | 36.00000 33048.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0055 608001-006 307.000 LF | 33.00000 10131.00| | 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0060 608004-003 1.000 EA | 970.00000 970.00| | 3 FT PEDESTRIAN GATE, CHAIN LINK | | | 0065 608005-001 2.000 EA | 1100.00000 2200.00| | VEHICULAR GATE, CHAIN LINK ,8 FT | | | 0070 609001-001 31.300 SY | 360.00000 11268.00| | CONCRETE SIDEWALK | | | 0075 609002-001 18.000 CY | 56.00000 1008.00| | BED COURSE MATERIAL | | | 0080 636011-001 2860.000 UN | 1.70000 4862.00| | TRAFFIC CONTROL DEVICE | | | 0085 636012-010 3.000 EA | 740.00000 2220.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0090 636013-001 3.000 EA | 7.40000 22.20| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 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 636014-001 80.000 HR | 55.00000 4400.00| | FLAGGER | | | 0100 636024-001 26.000 LF | 150.00000 3900.00| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | (15 INCH CMP) | | | 0105 636024-001 144.000 LF | 130.00000 18720.00| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | (30 INCH X 19 INCH HERCP) | | | 0110 636024-001 280.000 LF | 190.00000 53200.00| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | (48 INCH CMP) | | | 0115 637001-001 3.000 MG | 42.00000 126.00| | WATER FOR DUST PALLIATIVE | | | 0120 639001-001 LUMP | 6600.00000 6600.00| | CONSTRUCTION LAYOUT STAKE | | | 0125 640003-001 LUMP | 1400.00000 1400.00| | BUILDING EQUIPMENT | | | 0130 640006-001 8.000 MO | 1900.00000 15200.00| | SMALL FIELD OFFICE | | | 0135 642004-001 50.000 LB | 11.00000 550.00| | SEED MIXTURE, TEMPORARY | | | 0140 642004-002 50.000 LB | 11.00000 550.00| | SEED MIXTURE, B | | | 0145 642006-001 0.250 TN | 2200.00000 550.00| | FERTILIZER | | | 0150 642010-001 1.300 TN | 110.00000 143.00| | AGRICULTURAL LIMESTONE | | | 0155 642012-001 643.000 LF | 3.70000 2379.10| | SILT FENCE | | | 0160 642012-001 922.000 LF | 3.70000 3411.40| | SILT FENCE (DIVERSION FENCE) | | | 0165 642050-001 4.000 EA | 1400.00000 5600.00| | DEWATERING DEVICE | | | 0170 652001-001 1.300 TN | 110.00000 143.00| | AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.200 TN | 2200.00000 440.00| | FERTILIZER, 10-20-10 | | | 0180 652003-001 50.000 LB | 11.00000 550.00| | SEED MIXTURES, B, C-1, OR C-2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -9 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652004-001 0.500 TN | 560.00000 280.00| | STRAW OR HAY MULCH | | | 0190 672002-001 LUMP | 770000.00000 770000.00| | CONSTRUCT BUILDING, WATER AND SEWER | | | PUMPING | | | 0195 401001-001 AA1 74.000 TN | 150.00000 11100.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0200 401001-002 AA2 70.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0205 401002-001 BB1 17.000 TN | 250.00000 4250.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0210 401002-001 BB2 16.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0215 636002-001 CC1 60.000 TN | 67.00000 4020.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0220 636002-002 CC2 57.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,429,500.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 WATERLINE RELOCATION-LIFT STATION | | | 0225 218001-000 217.000 CY | 120.00000 26040.00| | RIPRAP | | | 0230 601002-001 261.000 CY | 310.00000 80910.00| | CLASS B CONCRETE | | | 0235 639001-001 LUMP | 1700.00000 1700.00| | CONSTRUCTION LAYOUT STAKE | | | 0240 670004-201 12.000 LF | 140.00000 1680.00| | 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0245 670004-221 1110.000 LF | 70.00000 77700.00| | 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -10 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 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 670004-222 618.000 LF | 95.00000 58710.00| | 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 0255 670009-200 3.000 EA | 1600.00000 4800.00| | 6 INCH GATE VALVE AND VALVE BOX | | | 0260 670009-220 4.000 EA | 2600.00000 10400.00| | 8 INCH GATE VALVE AND VALVE BOX | | | 0265 670010-300 143.000 LF | 140.00000 20020.00| | 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 500 INCH | | | 0270 670013-200 2.000 EA | 5200.00000 10400.00| | 6 INCH FIRE HYDRANT | | | 0275 670015-040 1.000 EA | 1000.00000 1000.00| | 3/4 INCH METER | | | 0280 670017-001 1.000 EA | 1400.00000 1400.00| | METER BOX | | | 0285 670019-221 3.000 EA | 5700.00000 17100.00| | 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | 0290 670021-040 20.000 LF | 48.00000 960.00| | 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 312,820.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEWERLINE RELOCATION-LIFT STATION | | | 0295 639001-001 LUMP | 2500.00000 2500.00| | CONSTRUCTION LAYOUT STAKE | | | 0300 670009-220 1.000 EA | 3500.00000 3500.00| | 8 INCH GATE VALVE AND VALVE BOX | | | 0305 675007-022 476.000 LF | 92.00000 43792.00| | 8 INCH PLASTIC SEWER PIPE | | | 0310 675008-222 682.000 LF | 110.00000 75020.00| | 8 INCH DUCTILE IRON SEWER PIPE, TYPE II | | | , CLASS 50 | | | 0315 675014-001 3.000 EA | 6000.00000 18000.00| | MANHOLE COMPLETE, INCLUDING CASTING | | | 0320 675017-001 2.000 EA | 4500.00000 9000.00| | ABANDONING MANHOLE (WEL 60/3 & WEL 60/4 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 009 -11 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0911286 COUNTIES : MINERAL ALLEGANY, MD LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 05 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0325 675018-001 1.000 EA | 4200.00000 4200.00| | ADJUSTING MANHOLE | | | 0330 675021-500 83.000 LF | 560.00000 46480.00| | 36 INCH STEEL CASING PIPE, THICKNESS 0. | | | 625 INCH | | | 0335 675027-001 2.000 EA | 4500.00000 9000.00| | MANHOLE REMOVAL | | | SECTION TOTALS | $ 211,492.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,953,812.70| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : COALFIELDS EXPRESSWAY: W HELEN - ALLEN CREEK PROJECT(S) : X341-0121/00-000.78 00 0HPP 0121 010 000 LOCATION: 1.0 MI W HELEN - ALLEN CREEK ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3814182 BIZZACK CONSTRUCTION, LLC $ 23,437,491.75 100.0000% 2 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 24,813,432.32 105.8707% 3 25-1269025 MASHUDA CORPORATION $ 25,916,532.00 110.5772% 4 55-0535003 KANAWHA STONE COMPANY, INC. $ 29,105,500.63 124.1835% 5 55-0328627 J. F. ALLEN COMPANY $ 29,365,825.42 125.2942% 6 25-1021993 TRUMBULL CORPORATION $ 31,188,539.80 133.0711% 7 55-0345840 VECELLIO & GROGAN, INC. $ 31,717,912.32 135.3298% 8 55-0683174 HEETER CONSTRUCTION, INC. $ 33,999,729.65 145.0656% 9 34-0938274 INDEPENDENCE EXCAVATING, INC. $ 35,376,528.09 150.9399% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3814182 |( 2 ) 31-1023518 |( 3 ) 25-1269025 |BIZZACK CONSTRUCTION, LLC |KOKOSING CONSTRUCTION COMPAN |MASHUDA 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 | 800439.16000 800439.16| 563000.00000 563000.00| 1288456.00000 1288456.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 440000.00000 440000.00| 1220000.00000 1220000.00| 1177670.00000 1177670.00 MOBILIZATION | | | 0015 207001-001 6647604.000 CY | 2.36000 15688345.44| 2.37000 15754821.48| 2.50000 16619010.00 UNCLASSIFIED EXCAVATION | | | 0020 601002-001 105.000 CY | 1250.00000 131250.00| 1500.00000 157500.00| 1650.00000 173250.00 CLASS B CONCRETE | | | 0025 604009-016 2.000 EA | 725.00000 1450.00| 400.00000 800.00| 269.50000 539.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0030 604009-022 2.000 EA | 975.00000 1950.00| 775.00000 1550.00| 619.50000 1239.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0035 604009-032 6.000 EA | 3600.00000 21600.00| 1800.00000 10800.00| 1432.50000 8595.00 60 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0040 604009-044 1.000 EA | 5800.00000 5800.00| 4900.00000 4900.00| 4294.75000 4294.75 96 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0041 604017-032 547.000 LF | 517.00000 282799.00| 560.00000 306320.00| 546.00000 298662.00 60 INCH STRUCTURAL PLATE PIPE, F6 | | | 0042 604017-032 676.000 LF | 559.00000 377884.00| 580.00000 392080.00| 580.00000 392080.00 60 INCH STRUCTURAL PLATE PIPE, G6 | | | 0043 604017-032 1668.000 LF | 630.00000 1050840.00| 635.00000 1059180.00| 600.75000 1002051.00 60 INCH STRUCTURAL PLATE PIPE, J6 | | | 0045 604017-044 863.000 LF | 1639.00000 1414457.00| 1730.00000 1492990.00| 1667.75000 1439268.25 96 INCH STRUCTURAL PLATE PIPE, N6 | | | 0046 604057-032 860.000 LF | 376.00000 323360.00| 480.00000 412800.00| 441.00000 379260.00 60 INCH PRECOATED GALVANIZED STEEL PIPE | | | E5 | | | 0050 604076-016 6828.000 LF | 42.63000 291077.64| 50.00000 341400.00| 31.50000 215082.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0055 604076-020 278.000 LF | 47.45000 13191.10| 55.00000 15290.00| 40.00000 11120.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3814182 |( 2 ) 31-1023518 |( 3 ) 25-1269025 |BIZZACK CONSTRUCTION, LLC |KOKOSING CONSTRUCTION COMPAN |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 604076-022 1541.000 LF | 57.14000 88052.74| 80.00000 123280.00| 48.50000 74738.50 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0065 604076-030 182.000 LF | 116.54000 21210.28| 150.00000 27300.00| 168.75000 30712.50 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0090 605009-001 37.000 EA | 1900.00000 70300.00| 1800.00000 66600.00| 2282.89000 84466.93 TYPE G INLET | | | 0095 608002-001 24038.000 LF | 7.48000 179804.24| 7.59000 182448.42| 7.48000 179804.24 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0100 608003-005 19653.000 LF | 0.01000 196.53| 7.87000 154669.11| 7.90000 155258.70 5 FT TEMPORARY FENCE | | | 0105 608007-001 3.000 EA | 1500.00000 4500.00| 1522.84000 4568.52| 1500.00000 4500.00 VEHICULAR GATE, FARM FIELD, 20 FEET | | | 0110 608009-001 19653.000 LF | 0.01000 196.53| 1.00000 19653.00| 6.95000 136588.35 RIGHT OF WAY FENCE REMOVED AND RESET | | | 0115 633003-001 3229.000 CY | 26.00000 83954.00| 65.00000 209885.00| 16.85000 54408.65 DUMPED ROCK GUTTER | | | 0120 637001-001 5626.000 MG | 5.00000 28130.00| 5.00000 28130.00| 3.00000 16878.00 WATER FOR DUST PALLIATIVE | | | 0125 638002-001 75.000 EA | 115.00000 8625.00| 92.00000 6900.00| 125.32000 9399.00 RIGHT OF WAY MARKER | | | 0130 638004-001 7.000 EA | 135.00000 945.00| 175.00000 1225.00| 115.49000 808.43 OUTLET MARKER | | | 0135 639001-001 LUMP | 285000.00000 285000.00| 150000.00000 150000.00| 188917.44000 188917.44 CONSTRUCTION LAYOUT STAKE | | | 0140 640002-001 24.000 MO | 2100.00000 50400.00| 250.00000 6000.00| 3000.00000 72000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0145 640003-001 LUMP | 7500.00000 7500.00| 10000.00000 10000.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0150 642001-001 32375.000 LF | 0.81000 26223.75| 0.70000 22662.50| 0.70000 22662.50 TEMPORARY BERM | | | 0155 642002-001 2843.000 LF | 11.00000 31273.00| 12.00000 34116.00| 8.50000 24165.50 SLOPE DRAIN | | | 0160 642004-001 11055.000 LB | 0.01000 110.55| 0.01000 110.55| 0.01000 110.55 SEED MIXTURE, TEMPORARY | | | 0165 642004-002 21667.000 LB | 0.01000 216.67| 0.01000 216.67| 0.01000 216.67 SEED MIXTURE, B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3814182 |( 2 ) 31-1023518 |( 3 ) 25-1269025 |BIZZACK CONSTRUCTION, LLC |KOKOSING CONSTRUCTION COMPAN |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 642004-003 15477.000 LB | 3.18000 49216.86| 3.20000 49526.40| 3.18000 49216.86 SEED MIXTURE, D | | | 0175 642005-001 442.200 TN | 500.00000 221100.00| 503.78000 222771.52| 400.00000 176880.00 MULCH, STRAW OR HAY | | | 0180 642005-002 165.800 TN | 1200.00000 198960.00| 1209.07000 200463.81| 900.00000 149220.00 MULCH, WOOD CELLULOSE FIBER | | | 0185 642006-001 88.400 TN | 500.00000 44200.00| 503.78000 44534.15| 500.00000 44200.00 FERTILIZER | | | 0190 642008-001 7688.000 LF | 0.01000 76.88| 21.00000 161448.00| 26.75000 205654.00 TEMPORARY PIPE ,24 INCH | | | 0195 642009-001 38700.000 LF | 1.92000 74304.00| 1.00000 38700.00| 1.20000 46440.00 CONTOUR DITCH | | | 0200 642010-001 168.800 TN | 1.00000 168.80| 1.01000 170.49| 1.00000 168.80 AGRICULTURAL LIMESTONE | | | 0205 642012-001 25900.000 LF | 2.45000 63455.00| 3.50000 90650.00| 4.00000 103600.00 SILT FENCE | | | 0210 642031-001 259.000 EA | 70.00000 18130.00| 35.00000 9065.00| 52.00000 13468.00 DITCH CHECK | | | 0215 642033-001 1295.000 CY | 6.00000 7770.00| 8.00000 10360.00| 6.00000 7770.00 SEDIMENT TRAP | | | 0220 642036-001 1295.000 CY | 5.00000 6475.00| 9.00000 11655.00| 6.00000 7770.00 SEDIMENT REMOVAL | | | 0225 642040-001 33.000 EA | 265.00000 8745.00| 250.00000 8250.00| 200.02000 6600.66 INLET PROTECTION | | | 0230 642042-001 68.000 EA | 165.00000 11220.00| 100.00000 6800.00| 154.01000 10472.68 FLOCCULANT BLOCK | | | 0235 652001-001 221.100 TN | 10.00000 2211.00| 10.08000 2228.69| 10.00000 2211.00 AGRICULTURAL LIMESTONE | | | 0240 652002-001 196.500 TN | 800.00000 157200.00| 806.05000 158388.83| 800.00000 157200.00 FERTILIZER, 10-20-10 | | | 0245 652002-002 33.200 TN | 5500.00000 182600.00| 5541.56000 183979.79| 5500.00000 182600.00 FERTILIZER, UREA FORMALDEHYDE | | | 0250 652003-001 36757.000 LB | 0.01000 367.57| 0.01000 367.57| 0.01000 367.57 SEED MIXTURES, B, C-1, OR C-2 | | | 0255 652003-002 25923.000 LB | 0.01000 259.23| 0.01000 259.23| 0.01000 259.23 SEED MIXTURE, D | | | 0260 652004-001 442.200 TN | 200.00000 88440.00| 201.51000 89107.72| 100.00000 44220.00 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3814182 |( 2 ) 31-1023518 |( 3 ) 25-1269025 |BIZZACK CONSTRUCTION, LLC |KOKOSING CONSTRUCTION COMPAN |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 652004-002 290.200 TN | 375.00000 108825.00| 377.83000 109646.27| 125.00000 36275.00 WOOD CELLULOSE FIBER MULCH | | | 0270 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 22,976,405.97| $ 24,181,168.72| $ 25,318,406.76 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASIN | | | 0275 207001-001 52968.000 CY | 4.38000 231999.84| 6.50000 344292.00| 5.11000 270666.48 UNCLASSIFIED EXCAVATION | | | 0280 207034-000 492.000 SY | 3.07000 1510.44| 1.30000 639.60| 2.01000 988.92 FABRIC FOR SEPARATION | | | 0285 211001-000 23064.000 CY | 0.01000 230.64| 1.00000 23064.00| 0.01000 230.64 UNCLASSIFIED BORROW EXCAVATION | | | 0290 211008-000 120.600 TN | 40.00000 4824.00| 40.00000 4824.00| 34.12000 4114.87 ROCK BORROW EXCAVATION | | | 0295 211017-001 56437.000 SF | 0.64000 36119.68| 1.00000 56437.00| 1.50000 84655.50 IMPERVIOUS CORE | | | 0300 604076-020 1054.000 LF | 35.50000 37417.00| 39.00000 41106.00| 38.25000 40315.50 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0305 604076-024 307.000 LF | 47.49000 14579.43| 53.00000 16271.00| 56.75000 17422.25 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0310 604076-028 325.000 LF | 57.71000 18755.75| 68.00000 22100.00| 75.50000 24537.50 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0315 633003-001 21.100 CY | 70.00000 1477.00| 260.00000 5486.00| 16.85000 355.54 DUMPED ROCK GUTTER | | | 0320 639001-001 LUMP | 9000.00000 9000.00| 12000.00000 12000.00| 100.00000 100.00 CONSTRUCTION LAYOUT STAKE | | | 0325 642035-001 21.000 EA | 3900.00000 81900.00| 3000.00000 63000.00| 4377.24000 91922.04 RISER | | | 0330 642036-001 9136.000 CY | 2.00000 18272.00| 4.00000 36544.00| 6.00000 54816.00 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 456,085.78| $ 625,763.60| $ 590,125.24 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3814182 |( 2 ) 31-1023518 |( 3 ) 25-1269025 |BIZZACK CONSTRUCTION, LLC |KOKOSING CONSTRUCTION COMPAN |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 640004-001 LUMP | 5000.00000 5000.00| 6500.00000 6500.00| 8000.00000 8000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 6,500.00| $ 8,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 23,437,491.75| $ 24,813,432.32| $ 25,916,532.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY |TRUMBULL 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 | 468000.00000 468000.00| 676108.00000 676108.00| 3292117.00000 3292117.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 672271.00000 672271.00| 1152530.00000 1152530.00| 500000.00000 500000.00 MOBILIZATION | | | 0015 207001-001 6647604.000 CY | 3.14000 20873476.56| 3.04000 20208716.16| 3.15000 20939952.60 UNCLASSIFIED EXCAVATION | | | 0020 601002-001 105.000 CY | 1184.80000 124404.00| 1480.50000 155452.50| 1555.00000 163275.00 CLASS B CONCRETE | | | 0025 604009-016 2.000 EA | 382.28000 764.56| 440.70000 881.40| 300.00000 600.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0030 604009-022 2.000 EA | 549.92000 1099.84| 841.95000 1683.90| 500.00000 1000.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0035 604009-032 6.000 EA | 3122.88000 18737.28| 3493.95000 20963.70| 4100.00000 24600.00 60 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0040 604009-044 1.000 EA | 5833.76000 5833.76| 8502.65000 8502.65| 7700.00000 7700.00 96 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0041 604017-032 547.000 LF | 513.67000 280977.49| 601.40000 328965.80| 520.00000 284440.00 60 INCH STRUCTURAL PLATE PIPE, F6 | | | 0042 604017-032 676.000 LF | 557.65000 376971.40| 639.80000 432504.80| 555.00000 375180.00 60 INCH STRUCTURAL PLATE PIPE, G6 | | | 0043 604017-032 1668.000 LF | 615.08000 1025953.44| 663.85000 1107301.80| 590.00000 984120.00 60 INCH STRUCTURAL PLATE PIPE, J6 | | | 0045 604017-044 863.000 LF | 1674.36000 1444972.68| 1603.10000 1383475.30| 1600.00000 1380800.00 96 INCH STRUCTURAL PLATE PIPE, N6 | | | 0046 604057-032 860.000 LF | 423.01000 363788.60| 438.55000 377153.00| 360.00000 309600.00 60 INCH PRECOATED GALVANIZED STEEL PIPE | | | E5 | | | 0050 604076-016 6828.000 LF | 46.73000 319072.44| 57.90000 395341.20| 45.00000 307260.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0055 604076-020 278.000 LF | 49.34000 13716.52| 63.20000 17569.60| 60.00000 16680.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 604076-022 1541.000 LF | 61.28000 94432.48| 83.75000 129058.75| 65.00000 100165.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0065 604076-030 182.000 LF | 354.26000 64475.32| 163.85000 29820.70| 150.00000 27300.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0090 605009-001 37.000 EA | 1585.95000 58680.15| 2647.00000 97939.00| 1825.00000 67525.00 TYPE G INLET | | | 0095 608002-001 24038.000 LF | 7.48000 179804.24| 7.85000 188698.30| 7.48000 179804.24 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0100 608003-005 19653.000 LF | 4.50000 88438.50| 8.30000 163119.90| 7.90000 155258.70 5 FT TEMPORARY FENCE | | | 0105 608007-001 3.000 EA | 1500.00000 4500.00| 1575.00000 4725.00| 1500.00000 4500.00 VEHICULAR GATE, FARM FIELD, 20 FEET | | | 0110 608009-001 19653.000 LF | 0.01000 196.53| 0.01000 196.53| 6.95000 136588.35 RIGHT OF WAY FENCE REMOVED AND RESET | | | 0115 633003-001 3229.000 CY | 41.54000 134132.66| 40.45000 130613.05| 56.00000 180824.00 DUMPED ROCK GUTTER | | | 0120 637001-001 5626.000 MG | 28.91000 162647.66| 36.70000 206474.20| 44.00000 247544.00 WATER FOR DUST PALLIATIVE | | | 0125 638002-001 75.000 EA | 113.48000 8511.00| 150.00000 11250.00| 130.00000 9750.00 RIGHT OF WAY MARKER | | | 0130 638004-001 7.000 EA | 157.87000 1105.09| 250.00000 1750.00| 90.00000 630.00 OUTLET MARKER | | | 0135 639001-001 LUMP | 370145.00000 370145.00| 320760.00000 320760.00| 100000.00000 100000.00 CONSTRUCTION LAYOUT STAKE | | | 0140 640002-001 24.000 MO | 3005.80000 72139.20| 3000.00000 72000.00| 1200.00000 28800.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0145 640003-001 LUMP | 4725.86000 4725.86| 10000.00000 10000.00| 2000.00000 2000.00 BUILDING EQUIPMENT | | | 0150 642001-001 32375.000 LF | 0.96000 31080.00| 1.00000 32375.00| 1.00000 32375.00 TEMPORARY BERM | | | 0155 642002-001 2843.000 LF | 11.44000 32523.92| 16.70000 47478.10| 0.01000 28.43 SLOPE DRAIN | | | 0160 642004-001 11055.000 LB | 0.01000 110.55| 0.01000 110.55| 0.01000 110.55 SEED MIXTURE, TEMPORARY | | | 0165 642004-002 21667.000 LB | 0.01000 216.67| 0.01000 216.67| 0.01000 216.67 SEED MIXTURE, B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 642004-003 15477.000 LB | 3.18000 49216.86| 3.35000 51847.95| 3.18000 49216.86 SEED MIXTURE, D | | | 0175 642005-001 442.200 TN | 500.00000 221100.00| 420.00000 185724.00| 500.00000 221100.00 MULCH, STRAW OR HAY | | | 0180 642005-002 165.800 TN | 1200.00000 198960.00| 945.00000 156681.00| 1200.00000 198960.00 MULCH, WOOD CELLULOSE FIBER | | | 0185 642006-001 88.400 TN | 500.00000 44200.00| 525.00000 46410.00| 500.00000 44200.00 FERTILIZER | | | 0190 642008-001 7688.000 LF | 0.01000 76.88| 0.01000 76.88| 0.01000 76.88 TEMPORARY PIPE ,24 INCH | | | 0195 642009-001 38700.000 LF | 0.01000 387.00| 1.00000 38700.00| 0.01000 387.00 CONTOUR DITCH | | | 0200 642010-001 168.800 TN | 1.00000 168.80| 1.05000 177.24| 1.00000 168.80 AGRICULTURAL LIMESTONE | | | 0205 642012-001 25900.000 LF | 2.55000 66045.00| 0.01000 259.00| 0.01000 259.00 SILT FENCE | | | 0210 642031-001 259.000 EA | 83.86000 21719.74| 0.01000 2.59| 0.01000 2.59 DITCH CHECK | | | 0215 642033-001 1295.000 CY | 6.03000 7808.85| 20.00000 25900.00| 0.01000 12.95 SEDIMENT TRAP | | | 0220 642036-001 1295.000 CY | 5.33000 6902.35| 10.00000 12950.00| 0.01000 12.95 SEDIMENT REMOVAL | | | 0225 642040-001 33.000 EA | 219.12000 7230.96| 400.00000 13200.00| 100.00000 3300.00 INLET PROTECTION | | | 0230 642042-001 68.000 EA | 192.85000 13113.80| 150.00000 10200.00| 0.01000 0.68 FLOCCULANT BLOCK | | | 0235 652001-001 221.100 TN | 10.00000 2211.00| 10.50000 2321.55| 10.00000 2211.00 AGRICULTURAL LIMESTONE | | | 0240 652002-001 196.500 TN | 800.00000 157200.00| 840.00000 165060.00| 800.00000 157200.00 FERTILIZER, 10-20-10 | | | 0245 652002-002 33.200 TN | 5500.00000 182600.00| 5775.00000 191730.00| 5500.00000 182600.00 FERTILIZER, UREA FORMALDEHYDE | | | 0250 652003-001 36757.000 LB | 0.01000 367.57| 0.01000 367.57| 0.01000 367.57 SEED MIXTURES, B, C-1, OR C-2 | | | 0255 652003-002 25923.000 LB | 0.01000 259.23| 0.01000 259.23| 0.01000 259.23 SEED MIXTURE, D | | | 0260 652004-001 442.200 TN | 200.00000 88440.00| 105.00000 46431.00| 200.00000 88440.00 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 652004-002 290.200 TN | 375.00000 108825.00| 131.25000 38088.75| 375.00000 108825.00 WOOD CELLULOSE FIBER MULCH | | | 0270 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 28,476,337.44| $ 28,701,722.32| $ 30,919,945.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASIN | | | 0275 207001-001 52968.000 CY | 6.04000 319926.72| 6.15000 325753.20| 0.01000 529.68 UNCLASSIFIED EXCAVATION | | | 0280 207034-000 492.000 SY | 2.23000 1097.16| 5.00000 2460.00| 2.00000 984.00 FABRIC FOR SEPARATION | | | 0285 211001-000 23064.000 CY | 0.01000 230.64| 0.01000 230.64| 0.01000 230.64 UNCLASSIFIED BORROW EXCAVATION | | | 0290 211008-000 120.600 TN | 64.21000 7743.73| 100.00000 12060.00| 47.00000 5668.20 ROCK BORROW EXCAVATION | | | 0295 211017-001 56437.000 SF | 0.67000 37812.79| 1.00000 56437.00| 0.01000 564.37 IMPERVIOUS CORE | | | 0300 604076-020 1054.000 LF | 53.62000 56515.48| 74.65000 78681.10| 50.00000 52700.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0305 604076-024 307.000 LF | 73.71000 22628.97| 94.95000 29149.65| 90.00000 27630.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0310 604076-028 325.000 LF | 91.73000 29812.25| 117.40000 38155.00| 105.00000 34125.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0315 633003-001 21.100 CY | 50.78000 1071.46| 150.00000 3165.00| 65.00000 1371.50 DUMPED ROCK GUTTER | | | 0320 639001-001 LUMP | 129.08000 129.08| 21000.00000 21000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0325 642035-001 21.000 EA | 5086.67000 106820.07| 4377.15000 91920.15| 5700.00000 119700.00 RISER | | | 0330 642036-001 9136.000 CY | 4.32000 39467.52| 0.01000 91.36| 0.01000 91.36 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 623,255.87| $ 659,103.10| $ 263,594.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 640004-001 LUMP | 5907.32000 5907.32| 5000.00000 5000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,907.32| $ 5,000.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 29,105,500.63| $ 29,365,825.42| $ 31,188,539.80 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 55-0683174 |( 9 ) 34-0938274 |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, 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 | | | 0005 201001-000 1.000 LS | 1117765.00000 1117765.00| 604000.00000 604000.00| 1501000.00000 1501000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 1500000.00000 1500000.00| 744000.00000 744000.00| 1000000.00000 1000000.00 MOBILIZATION | | | 0015 207001-001 6647604.000 CY | 3.16000 21006428.64| 3.68000 24463182.72| 3.59000 23864898.36 UNCLASSIFIED EXCAVATION | | | 0020 601002-001 105.000 CY | 1700.00000 178500.00| 1390.00000 145950.00| 1500.00000 157500.00 CLASS B CONCRETE | | | 0025 604009-016 2.000 EA | 375.00000 750.00| 400.00000 800.00| 750.00000 1500.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0030 604009-022 2.000 EA | 536.00000 1072.00| 600.00000 1200.00| 1100.00000 2200.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0035 604009-032 6.000 EA | 4930.00000 29580.00| 5000.00000 30000.00| 2800.00000 16800.00 60 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0040 604009-044 1.000 EA | 7085.00000 7085.00| 10000.00000 10000.00| 8000.00000 8000.00 96 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0041 604017-032 547.000 LF | 598.00000 327106.00| 492.00000 269124.00| 680.00000 371960.00 60 INCH STRUCTURAL PLATE PIPE, F6 | | | 0042 604017-032 676.000 LF | 648.00000 438048.00| 529.00000 357604.00| 720.00000 486720.00 60 INCH STRUCTURAL PLATE PIPE, G6 | | | 0043 604017-032 1668.000 LF | 707.00000 1179276.00| 588.00000 980784.00| 850.00000 1417800.00 60 INCH STRUCTURAL PLATE PIPE, J6 | | | 0045 604017-044 863.000 LF | 1820.00000 1570660.00| 1551.00000 1338513.00| 2100.00000 1812300.00 96 INCH STRUCTURAL PLATE PIPE, N6 | | | 0046 604057-032 860.000 LF | 340.00000 292400.00| 508.00000 436880.00| 670.00000 576200.00 60 INCH PRECOATED GALVANIZED STEEL PIPE | | | E5 | | | 0050 604076-016 6828.000 LF | 59.00000 402852.00| 54.15000 369736.20| 60.00000 409680.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0055 604076-020 278.000 LF | 58.00000 16124.00| 59.80000 16624.40| 65.00000 18070.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 55-0683174 |( 9 ) 34-0938274 |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 604076-022 1541.000 LF | 73.00000 112493.00| 98.50000 151788.50| 110.00000 169510.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0065 604076-030 182.000 LF | 163.00000 29666.00| 150.00000 27300.00| 400.00000 72800.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0090 605009-001 37.000 EA | 2608.00000 96496.00| 2200.00000 81400.00| 2800.00000 103600.00 TYPE G INLET | | | 0095 608002-001 24038.000 LF | 9.65000 231966.70| 8.35000 200717.30| 7.00000 168266.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0100 608003-005 19653.000 LF | 8.65000 169998.45| 10.00000 196530.00| 7.20000 141501.60 5 FT TEMPORARY FENCE | | | 0105 608007-001 3.000 EA | 1640.00000 4920.00| 2000.00000 6000.00| 1600.00000 4800.00 VEHICULAR GATE, FARM FIELD, 20 FEET | | | 0110 608009-001 19653.000 LF | 7.60000 149362.80| 7.60000 149362.80| 6.00000 117918.00 RIGHT OF WAY FENCE REMOVED AND RESET | | | 0115 633003-001 3229.000 CY | 34.00000 109786.00| 37.45000 120926.05| 19.00000 61351.00 DUMPED ROCK GUTTER | | | 0120 637001-001 5626.000 MG | 21.00000 118146.00| 31.20000 175531.20| 10.00000 56260.00 WATER FOR DUST PALLIATIVE | | | 0125 638002-001 75.000 EA | 29.00000 2175.00| 100.00000 7500.00| 250.00000 18750.00 RIGHT OF WAY MARKER | | | 0130 638004-001 7.000 EA | 210.00000 1470.00| 225.00000 1575.00| 300.00000 2100.00 OUTLET MARKER | | | 0135 639001-001 LUMP | 305000.00000 305000.00| 500000.00000 500000.00| 500000.00000 500000.00 CONSTRUCTION LAYOUT STAKE | | | 0140 640002-001 24.000 MO | 4700.00000 112800.00| 2600.00000 62400.00| 1000.00000 24000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0145 640003-001 LUMP | 5712.00000 5712.00| 6200.00000 6200.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0150 642001-001 32375.000 LF | 0.47000 15216.25| 1.00000 32375.00| 0.50000 16187.50 TEMPORARY BERM | | | 0155 642002-001 2843.000 LF | 6.15000 17484.45| 13.80000 39233.40| 8.00000 22744.00 SLOPE DRAIN | | | 0160 642004-001 11055.000 LB | 0.01000 110.55| 0.01000 110.55| 0.10000 1105.50 SEED MIXTURE, TEMPORARY | | | 0165 642004-002 21667.000 LB | 0.01000 216.67| 0.01000 216.67| 0.20000 4333.40 SEED MIXTURE, B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -14 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 55-0683174 |( 9 ) 34-0938274 |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 642004-003 15477.000 LB | 3.44000 53240.88| 3.55000 54943.35| 3.00000 46431.00 SEED MIXTURE, D | | | 0175 642005-001 442.200 TN | 543.00000 240114.60| 555.00000 245421.00| 450.00000 198990.00 MULCH, STRAW OR HAY | | | 0180 642005-002 165.800 TN | 1302.00000 215871.60| 1330.00000 220514.00| 1100.00000 182380.00 MULCH, WOOD CELLULOSE FIBER | | | 0185 642006-001 88.400 TN | 543.00000 48001.20| 555.00000 49062.00| 475.00000 41990.00 FERTILIZER | | | 0190 642008-001 7688.000 LF | 6.50000 49972.00| 20.00000 153760.00| 21.00000 161448.00 TEMPORARY PIPE ,24 INCH | | | 0195 642009-001 38700.000 LF | 0.65000 25155.00| 1.00000 38700.00| 0.50000 19350.00 CONTOUR DITCH | | | 0200 642010-001 168.800 TN | 1.10000 185.68| 1.15000 194.12| 10.00000 1688.00 AGRICULTURAL LIMESTONE | | | 0205 642012-001 25900.000 LF | 5.22000 135198.00| 2.80000 72520.00| 6.00000 155400.00 SILT FENCE | | | 0210 642031-001 259.000 EA | 56.20000 14555.80| 103.00000 26677.00| 90.00000 23310.00 DITCH CHECK | | | 0215 642033-001 1295.000 CY | 4.75000 6151.25| 5.00000 6475.00| 16.00000 20720.00 SEDIMENT TRAP | | | 0220 642036-001 1295.000 CY | 5.05000 6539.75| 5.00000 6475.00| 8.00000 10360.00 SEDIMENT REMOVAL | | | 0225 642040-001 33.000 EA | 184.00000 6072.00| 200.00000 6600.00| 400.00000 13200.00 INLET PROTECTION | | | 0230 642042-001 68.000 EA | 148.00000 10064.00| 200.00000 13600.00| 200.00000 13600.00 FLOCCULANT BLOCK | | | 0235 652001-001 221.100 TN | 10.90000 2409.99| 11.10000 2454.21| 16.00000 3537.60 AGRICULTURAL LIMESTONE | | | 0240 652002-001 196.500 TN | 868.00000 170562.00| 890.00000 174885.00| 655.00000 128707.50 FERTILIZER, 10-20-10 | | | 0245 652002-002 33.200 TN | 5972.00000 198270.40| 6100.00000 202520.00| 6000.00000 199200.00 FERTILIZER, UREA FORMALDEHYDE | | | 0250 652003-001 36757.000 LB | 0.01000 367.57| 0.01000 367.57| 0.03000 1102.71 SEED MIXTURES, B, C-1, OR C-2 | | | 0255 652003-002 25923.000 LB | 0.01000 259.23| 0.01000 259.23| 0.04000 1036.92 SEED MIXTURE, D | | | 0260 652004-001 442.200 TN | 217.00000 95957.40| 223.00000 98610.60| 200.00000 88440.00 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -15 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 55-0683174 |( 9 ) 34-0938274 |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 652004-002 290.200 TN | 407.00000 118111.40| 416.00000 120723.20| 400.00000 116080.00 WOOD CELLULOSE FIBER MULCH | | | 0270 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 30,949,326.26| $ 33,023,926.07| $ 34,561,427.09 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASIN | | | 0275 207001-001 52968.000 CY | 4.25000 225114.00| 7.80000 413150.40| 5.00000 264840.00 UNCLASSIFIED EXCAVATION | | | 0280 207034-000 492.000 SY | 2.35000 1156.20| 2.00000 984.00| 3.00000 1476.00 FABRIC FOR SEPARATION | | | 0285 211001-000 23064.000 CY | 3.64000 83952.96| 7.00000 161448.00| 4.00000 92256.00 UNCLASSIFIED BORROW EXCAVATION | | | 0290 211008-000 120.600 TN | 65.00000 7839.00| 65.00000 7839.00| 75.00000 9045.00 ROCK BORROW EXCAVATION | | | 0295 211017-001 56437.000 SF | 1.70000 95942.90| 2.25000 126983.25| 3.00000 169311.00 IMPERVIOUS CORE | | | 0300 604076-020 1054.000 LF | 48.00000 50592.00| 65.00000 68510.00| 67.00000 70618.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0305 604076-024 307.000 LF | 71.00000 21797.00| 100.00000 30700.00| 74.00000 22718.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0310 604076-028 325.000 LF | 97.00000 31525.00| 123.00000 39975.00| 85.00000 27625.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0315 633003-001 21.100 CY | 90.00000 1899.00| 103.75000 2189.13| 120.00000 2532.00 DUMPED ROCK GUTTER | | | 0320 639001-001 LUMP | 23000.00000 23000.00| 30000.00000 30000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0325 642035-001 21.000 EA | 7300.00000 153300.00| 4000.00000 84000.00| 4000.00000 84000.00 RISER | | | 0330 642036-001 9136.000 CY | 6.75000 61668.00| 0.55000 5024.80| 5.00000 45680.00 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 757,786.06| $ 970,803.58| $ 810,101.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 010 -16 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0428843 COUNTIES : RALEIGH LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 55-0683174 |( 9 ) 34-0938274 |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. |INDEPENDENCE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 640004-001 LUMP | 10800.00000 10800.00| 5000.00000 5000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,800.00| $ 5,000.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 31,717,912.32| $ 33,999,729.65| $ 35,376,528.09 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : MILL CREEK BRIDGE PROJECT(S) : S310-0016/00-001.57 00 00BR 0016 200 D00 LOCATION: /MILL CREEK, .04 M N DELTA 32 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0484695 PAULS CONCRETE, INC. $ 2,201,486.67 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 2,231,465.87 101.3618% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 2,254,047.00 102.3875% 4 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 2,357,271.15 107.0763% 5 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 2,417,250.21 109.8008% 6 55-0345840 VECELLIO & GROGAN, INC. $ 2,557,320.90 116.1634% 7 55-0609442 MEC CONSTRUCTION, INC. $ 2,571,269.28 116.7969% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 34-1199322 |( 3 ) 62-1345425 |PAULS CONCRETE, INC. |VELOTTA COMPANY, THE |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE I000 | | | 0005 201001-000 1.000 LS | 40000.00000 40000.00| 10000.00000 10000.00| 73500.00000 73500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 100000.00000 100000.00| 110000.00000 110000.00| 100000.00000 100000.00 MOBILIZATION | | | 0015 207001-001 1148.000 CY | 9.00000 10332.00| 26.00000 29848.00| 4.00000 4592.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 145.000 CY | 55.00000 7975.00| 69.00000 10005.00| 40.00000 5800.00 SUBGRADE | | | 0025 207034-000 1027.000 SY | 2.00000 2054.00| 3.00000 3081.00| 1.00000 1027.00 FABRIC FOR SEPARATION | | | 0030 211002-000 81.000 CY | 80.00000 6480.00| 75.00000 6075.00| 50.00000 4050.00 ROCK BORROW EXCAVATION | | | 0035 211008-000 531.000 TN | 50.00000 26550.00| 20.00000 10620.00| 0.01000 5.31 ROCK BORROW EXCAVATION | | | 0040 307001-000 272.000 CY | 55.00000 14960.00| 79.00000 21488.00| 40.00000 10880.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 18.000 CY | 65.00000 1170.00| 145.00000 2610.00| 50.00000 900.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 408002-001 2.000 GA | 2.00000 4.00| 20.00000 40.00| 2.20000 4.40 BITUMINOUS MATERIAL | | | 0055 502001-014 164.000 SY | 350.00000 57400.00| 275.00000 45100.00| 400.00000 65600.00 14 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 606020-001 184.000 LF | 15.00000 2760.00| 18.00000 3312.00| 10.00000 1840.00 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0065 606025-004 184.000 LF | 12.00000 2208.00| 9.00000 1656.00| 1.50000 276.00 6 INCH UNDERDRAIN PIPE | | | 0070 606030-001 21.000 LF | 20.00000 420.00| 24.00000 504.00| 26.00000 546.00 OUTLET PIPE, 6 INCH | | | 0075 607001-001 312.500 LF | 15.00000 4687.50| 15.50000 4843.75| 17.00000 5312.50 TYPE 1 GUARDRAIL, CLASS I | | | 0080 607006-001 4.000 EA | 1390.00000 5560.00| 960.00000 3840.00| 1060.00000 4240.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 636011-001 5440.000 UN | 1.00000 5440.00| 0.50000 2720.00| 0.55000 2992.00 TRAFFIC CONTROL DEVICE | | | 0090 636012-010 2.000 EA | 500.00000 1000.00| 100.00000 200.00| 0.50000 1.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 34-1199322 |( 3 ) 62-1345425 |PAULS CONCRETE, INC. |VELOTTA COMPANY, THE |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636013-001 50.000 EA | 5.00000 250.00| 1.00000 50.00| 0.02000 1.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0100 636014-001 300.000 HR | 50.00000 15000.00| 40.00000 12000.00| 0.01000 3.00 FLAGGER | | | 0105 636022-001 720.000 DA | 50.00000 36000.00| 30.00000 21600.00| 0.01000 7.20 CHANGEABLE MESSAGE SIGN | | | 0110 636025-001 2880.000 DA | 1.25000 3600.00| 1.00000 2880.00| 0.50000 1440.00 WARNING LIGHTS, TYPE B | | | 0115 639001-001 LUMP | 5500.00000 5500.00| 6000.00000 6000.00| 19999.39000 19999.39 CONSTRUCTION LAYOUT STAKE | | | 0120 640003-001 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 875.00000 875.00 BUILDING EQUIPMENT | | | 0125 640006-001 12.000 MO | 1000.00000 12000.00| 1000.00000 12000.00| 1400.00000 16800.00 SMALL FIELD OFFICE | | | 0130 642004-003 10.000 LB | 20.00000 200.00| 50.00000 500.00| 55.00000 550.00 SEED MIXTURE, D | | | 0135 642005-001 0.340 TN | 1500.00000 510.00| 1000.00000 340.00| 1100.00000 374.00 MULCH, STRAW OR HAY | | | 0140 642006-001 0.060 TN | 5000.00000 300.00| 2000.00000 120.00| 2200.00000 132.00 FERTILIZER | | | 0145 642012-001 650.000 LF | 4.00000 2600.00| 3.50000 2275.00| 2.00000 1300.00 SILT FENCE | | | 0150 652001-001 0.120 TN | 1000.00000 120.00| 500.00000 60.00| 550.00000 66.00 AGRICULTURAL LIMESTONE | | | 0155 652002-001 0.040 TN | 5000.00000 200.00| 2000.00000 80.00| 2200.00000 88.00 FERTILIZER, 10-20-10 | | | 0160 652003-002 7.000 LB | 20.00000 140.00| 50.00000 350.00| 55.00000 385.00 SEED MIXTURE, D | | | 0165 652004-001 0.210 TN | 1500.00000 315.00| 1000.00000 210.00| 1100.00000 231.00 STRAW OR HAY MULCH | | | 0170 657010-001 39.000 LF | 17.00000 663.00| 35.00000 1365.00| 39.00000 1521.00 3.00 LB CHANNEL POST | | | 0175 657018-001 3.000 EA | 80.00000 240.00| 40.00000 120.00| 44.00000 132.00 POST REMOVAL | | | 0180 661001-001 17.000 SF | 11.01000 187.17| 30.00000 510.00| 33.00000 561.00 0.080 IN FLAT SHEET SIGN | | | 0185 663001-004 1100.000 LF | 0.80000 880.00| 0.30000 330.00| 0.35000 385.00 EDGE LINE, TYPE II - 4 IN WHITE, 4 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 34-1199322 |( 3 ) 62-1345425 |PAULS CONCRETE, INC. |VELOTTA COMPANY, THE |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 663003-005 1100.000 LF | 0.80000 880.00| 0.30000 330.00| 0.35000 385.00 BARRIER LINE, TYPE II ,4 INCH | | | 0195 401001-001 AA1 326.000 TN | 76.00000 24776.00| 76.00000 24776.00| 84.00000 27384.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0200 401001-002 AA2 310.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0205 402001-001 BB1 43.000 TN | 150.00000 6450.00| 150.00000 6450.00| 165.00000 7095.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0210 402001-002 BB2 41.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 401,811.67| $ 360,288.75| $ 361,280.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SANITARY SEWER RELOCATION Y060 | | | 0215 639001-001 LUMP | 1500.00000 1500.00| 500.00000 500.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0220 675008-221 148.000 LF | 100.00000 14800.00| 88.00000 13024.00| 110.00000 16280.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0225 675014-001 2.000 EA | 3500.00000 7000.00| 4100.00000 8200.00| 6490.00000 12980.00 MANHOLE COMPLETE, INCLUDING CASTING | | | SECTION TOTALS | $ 23,300.00| $ 21,724.00| $ 49,260.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE # 10901 X331 | | | 0230 203001-000 LUMP | 75000.00000 75000.00| 350000.00000 350000.00| 150000.00000 150000.00 DISMANTLING STRUCTURE | | | 0235 212001-000 1266.000 CY | 40.00000 50640.00| 60.00000 75960.00| 15.00000 18990.00 STRUCTURE EXCAVATION | | | 0240 212005-000 80.000 CY | 100.00000 8000.00| 125.00000 10000.00| 115.00000 9200.00 SELECT MATERIAL FOR BACKFILLING | | | 0245 218004-001 380.000 SY | 50.00000 19000.00| 15.00000 5700.00| 22.00000 8360.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0250 218006-000 220.000 CY | 65.00000 14300.00| 10.00000 2200.00| 2.00000 440.00 FOUNDATION PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0484695 |( 2 ) 34-1199322 |( 3 ) 62-1345425 |PAULS CONCRETE, INC. |VELOTTA COMPANY, THE |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 601002-001 567.000 CY | 500.00000 283500.00| 500.00000 283500.00| 510.00000 289170.00 CLASS B CONCRETE | | | 0260 601003-001 50.000 CY | 800.00000 40000.00| 600.00000 30000.00| 1890.00000 94500.00 CLASS K CONCRETE | | | 0265 601006-001 60.000 CY | 200.00000 12000.00| 150.00000 9000.00| 100.00000 6000.00 CLASS D CONCRETE | | | 0270 601009-001 415.000 CY | 800.00000 332000.00| 650.00000 269750.00| 400.00000 166000.00 CLASS H CONCRETE | | | 0275 602001-001 83531.000 LB | 1.00000 83531.00| 0.88000 73507.28| 1.00000 83531.00 REINFORCING STEEL BAR | | | 0280 602002-001 95704.000 LB | 1.00000 95704.00| 0.96000 91875.84| 1.30000 124415.20 EPOXY COATED REINFORCING STEEL BAR | | | 0285 615001-001 436625.000 LS | 645000.00000 645000.00| 534000.00000 534000.00| 780000.00000 780000.00 STEEL SUPERSTRUCTURE | | | 0290 615028-001 4.000 EA | 500.00000 2000.00| 600.00000 2400.00| 975.00000 3900.00 GUIDED BEARING, ELASTOMERIC | | | 0295 615029-001 8.000 EA | 500.00000 4000.00| 650.00000 5200.00| 520.00000 4160.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0300 615030-001 4.000 EA | 500.00000 2000.00| 590.00000 2360.00| 1050.00000 4200.00 FIXED BEARING, ELASTOMERIC | | | 0305 616004-006 1740.000 LF | 55.00000 95700.00| 50.00000 87000.00| 36.00000 62640.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0310 639001-001 LUMP | 10500.00000 10500.00| 15000.00000 15000.00| 35000.00000 35000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,772,875.00| $ 1,847,453.12| $ 1,840,506.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 COMPUTER SYSTEM K000 | | | 0315 640004-001 LUMP | 3500.00000 3500.00| 2000.00000 2000.00| 3000.00000 3000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 2,000.00| $ 3,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,201,486.67| $ 2,231,465.87| $ 2,254,047.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-1621615 |( 5 ) 55-0487806 |( 6 ) 55-0345840 |TURMAN CONSTRUCTION LLC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE I000 | | | 0005 201001-000 1.000 LS | 30000.00000 30000.00| 56000.00000 56000.00| 33500.00000 33500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 100000.00000 100000.00| 76000.00000 76000.00| 130000.00000 130000.00 MOBILIZATION | | | 0015 207001-001 1148.000 CY | 17.00000 19516.00| 29.00000 33292.00| 20.00000 22960.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 145.000 CY | 65.00000 9425.00| 55.00000 7975.00| 45.00000 6525.00 SUBGRADE | | | 0025 207034-000 1027.000 SY | 3.00000 3081.00| 1.70000 1745.90| 2.00000 2054.00 FABRIC FOR SEPARATION | | | 0030 211002-000 81.000 CY | 60.00000 4860.00| 67.00000 5427.00| 54.00000 4374.00 ROCK BORROW EXCAVATION | | | 0035 211008-000 531.000 TN | 70.00000 37170.00| 54.00000 28674.00| 85.00000 45135.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 272.000 CY | 65.00000 17680.00| 56.00000 15232.00| 65.00000 17680.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 18.000 CY | 95.00000 1710.00| 140.00000 2520.00| 130.00000 2340.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 408002-001 2.000 GA | 2.00000 4.00| 70.00000 140.00| 2.00000 4.00 BITUMINOUS MATERIAL | | | 0055 502001-014 164.000 SY | 305.00000 50020.00| 480.00000 78720.00| 500.00000 82000.00 14 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 606020-001 184.000 LF | 9.00000 1656.00| 15.00000 2760.00| 18.00000 3312.00 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0065 606025-004 184.000 LF | 9.00000 1656.00| 10.00000 1840.00| 7.00000 1288.00 6 INCH UNDERDRAIN PIPE | | | 0070 606030-001 21.000 LF | 45.00000 945.00| 36.00000 756.00| 20.00000 420.00 OUTLET PIPE, 6 INCH | | | 0075 607001-001 312.500 LF | 15.50000 4843.75| 17.00000 5312.50| 17.00000 5312.50 TYPE 1 GUARDRAIL, CLASS I | | | 0080 607006-001 4.000 EA | 960.00000 3840.00| 1100.00000 4400.00| 1060.00000 4240.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 636011-001 5440.000 UN | 0.50000 2720.00| 0.84000 4569.60| 0.90000 4896.00 TRAFFIC CONTROL DEVICE | | | 0090 636012-010 2.000 EA | 100.00000 200.00| 170.00000 340.00| 400.00000 800.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-1621615 |( 5 ) 55-0487806 |( 6 ) 55-0345840 |TURMAN CONSTRUCTION LLC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636013-001 50.000 EA | 1.00000 50.00| 1.70000 85.00| 4.00000 200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0100 636014-001 300.000 HR | 50.00000 15000.00| 43.00000 12900.00| 50.00000 15000.00 FLAGGER | | | 0105 636022-001 720.000 DA | 30.00000 21600.00| 45.00000 32400.00| 30.00000 21600.00 CHANGEABLE MESSAGE SIGN | | | 0110 636025-001 2880.000 DA | 1.00000 2880.00| 1.70000 4896.00| 1.75000 5040.00 WARNING LIGHTS, TYPE B | | | 0115 639001-001 LUMP | 375.00000 375.00| 6400.00000 6400.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0120 640003-001 LUMP | 3750.00000 3750.00| 1100.00000 1100.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0125 640006-001 12.000 MO | 2000.00000 24000.00| 1400.00000 16800.00| 2400.00000 28800.00 SMALL FIELD OFFICE | | | 0130 642004-003 10.000 LB | 50.00000 500.00| 76.00000 760.00| 160.00000 1600.00 SEED MIXTURE, D | | | 0135 642005-001 0.340 TN | 1000.00000 340.00| 1500.00000 510.00| 1120.00000 380.80 MULCH, STRAW OR HAY | | | 0140 642006-001 0.060 TN | 2000.00000 120.00| 3000.00000 180.00| 2250.00000 135.00 FERTILIZER | | | 0145 642012-001 650.000 LF | 4.00000 2600.00| 4.20000 2730.00| 4.00000 2600.00 SILT FENCE | | | 0150 652001-001 0.120 TN | 500.00000 60.00| 760.00000 91.20| 560.00000 67.20 AGRICULTURAL LIMESTONE | | | 0155 652002-001 0.040 TN | 2000.00000 80.00| 3000.00000 120.00| 2250.00000 90.00 FERTILIZER, 10-20-10 | | | 0160 652003-002 7.000 LB | 50.00000 350.00| 76.00000 532.00| 168.00000 1176.00 SEED MIXTURE, D | | | 0165 652004-001 0.210 TN | 1000.00000 210.00| 1500.00000 315.00| 1120.00000 235.20 STRAW OR HAY MULCH | | | 0170 657010-001 39.000 LF | 35.00000 1365.00| 39.00000 1521.00| 38.00000 1482.00 3.00 LB CHANNEL POST | | | 0175 657018-001 3.000 EA | 40.00000 120.00| 45.00000 135.00| 44.00000 132.00 POST REMOVAL | | | 0180 661001-001 17.000 SF | 30.00000 510.00| 33.00000 561.00| 33.00000 561.00 0.080 IN FLAT SHEET SIGN | | | 0185 663001-004 1100.000 LF | 0.30000 330.00| 0.51000 561.00| 0.40000 440.00 EDGE LINE, TYPE II - 4 IN WHITE, 4 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-1621615 |( 5 ) 55-0487806 |( 6 ) 55-0345840 |TURMAN CONSTRUCTION LLC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 663003-005 1100.000 LF | 0.30000 330.00| 0.51000 561.00| 0.40000 440.00 BARRIER LINE, TYPE II ,4 INCH | | | 0195 401001-001 AA1 326.000 TN | 76.00000 24776.00| 93.00000 30318.00| 84.00000 27384.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0200 401001-002 AA2 310.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0205 402001-001 BB1 43.000 TN | 150.00000 6450.00| 180.00000 7740.00| 165.00000 7095.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0210 402001-002 BB2 41.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 395,122.75| $ 446,920.20| $ 492,298.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SANITARY SEWER RELOCATION Y060 | | | 0215 639001-001 LUMP | 375.00000 375.00| 2100.00000 2100.00| 1100.00000 1100.00 CONSTRUCTION LAYOUT STAKE | | | 0220 675008-221 148.000 LF | 156.00000 23088.00| 140.00000 20720.00| 335.00000 49580.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0225 675014-001 2.000 EA | 6000.00000 12000.00| 9000.00000 18000.00| 5500.00000 11000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | SECTION TOTALS | $ 35,463.00| $ 40,820.00| $ 61,680.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE # 10901 X331 | | | 0230 203001-000 LUMP | 100000.00000 100000.00| 120000.00000 120000.00| 190000.00000 190000.00 DISMANTLING STRUCTURE | | | 0235 212001-000 1266.000 CY | 45.00000 56970.00| 47.00000 59502.00| 27.00000 34182.00 STRUCTURE EXCAVATION | | | 0240 212005-000 80.000 CY | 90.00000 7200.00| 130.00000 10400.00| 125.00000 10000.00 SELECT MATERIAL FOR BACKFILLING | | | 0245 218004-001 380.000 SY | 65.00000 24700.00| 47.00000 17860.00| 55.00000 20900.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0250 218006-000 220.000 CY | 65.00000 14300.00| 78.00000 17160.00| 22.00000 4840.00 FOUNDATION PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-1621615 |( 5 ) 55-0487806 |( 6 ) 55-0345840 |TURMAN CONSTRUCTION LLC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 601002-001 567.000 CY | 600.00000 340200.00| 600.00000 340200.00| 590.00000 334530.00 CLASS B CONCRETE | | | 0260 601003-001 50.000 CY | 900.00000 45000.00| 780.00000 39000.00| 1200.00000 60000.00 CLASS K CONCRETE | | | 0265 601006-001 60.000 CY | 250.00000 15000.00| 170.00000 10200.00| 200.00000 12000.00 CLASS D CONCRETE | | | 0270 601009-001 415.000 CY | 1000.00000 415000.00| 770.00000 319550.00| 920.00000 381800.00 CLASS H CONCRETE | | | 0275 602001-001 83531.000 LB | 1.00000 83531.00| 0.91000 76013.21| 1.00000 83531.00 REINFORCING STEEL BAR | | | 0280 602002-001 95704.000 LB | 1.10000 105274.40| 1.20000 114844.80| 1.05000 100489.20 EPOXY COATED REINFORCING STEEL BAR | | | 0285 615001-001 436625.000 LS | 583000.00000 583000.00| 665000.00000 665000.00| 622500.00000 622500.00 STEEL SUPERSTRUCTURE | | | 0290 615028-001 4.000 EA | 1500.00000 6000.00| 1700.00000 6800.00| 3300.00000 13200.00 GUIDED BEARING, ELASTOMERIC | | | 0295 615029-001 8.000 EA | 1550.00000 12400.00| 1700.00000 13600.00| 1900.00000 15200.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0300 615030-001 4.000 EA | 2500.00000 10000.00| 1700.00000 6800.00| 3600.00000 14400.00 FIXED BEARING, ELASTOMERIC | | | 0305 616004-006 1740.000 LF | 60.00000 104400.00| 52.00000 90480.00| 48.00000 83520.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0310 639001-001 LUMP | 530.00000 530.00| 21000.00000 21000.00| 16000.00000 16000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,923,505.40| $ 1,928,410.01| $ 1,997,092.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 COMPUTER SYSTEM K000 | | | 0315 640004-001 LUMP | 3180.00000 3180.00| 1100.00000 1100.00| 6250.00000 6250.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,180.00| $ 1,100.00| $ 6,250.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,357,271.15| $ 2,417,250.21| $ 2,557,320.90 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -10 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0609442 |( ) |( ) |MEC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE I000 | | | 0005 201001-000 1.000 LS | 55000.00000 55000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 100000.00000 100000.00| | MOBILIZATION | | | 0015 207001-001 1148.000 CY | 16.00000 18368.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 145.000 CY | 58.00000 8410.00| | SUBGRADE | | | 0025 207034-000 1027.000 SY | 1.30000 1335.10| | FABRIC FOR SEPARATION | | | 0030 211002-000 81.000 CY | 30.00000 2430.00| | ROCK BORROW EXCAVATION | | | 0035 211008-000 531.000 TN | 70.00000 37170.00| | ROCK BORROW EXCAVATION | | | 0040 307001-000 272.000 CY | 58.00000 15776.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 18.000 CY | 63.00000 1134.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0050 408002-001 2.000 GA | 2.25000 4.50| | BITUMINOUS MATERIAL | | | 0055 502001-014 164.000 SY | 470.00000 77080.00| | 14 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 606020-001 184.000 LF | 12.00000 2208.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0065 606025-004 184.000 LF | 14.00000 2576.00| | 6 INCH UNDERDRAIN PIPE | | | 0070 606030-001 21.000 LF | 20.00000 420.00| | OUTLET PIPE, 6 INCH | | | 0075 607001-001 312.500 LF | 17.20000 5375.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0080 607006-001 4.000 EA | 1075.00000 4300.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 636011-001 5440.000 UN | 0.55000 2992.00| | TRAFFIC CONTROL DEVICE | | | 0090 636012-010 2.000 EA | 1.00000 2.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -11 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0609442 |( ) |( ) |MEC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636013-001 50.000 EA | 5.00000 250.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0100 636014-001 300.000 HR | 60.00000 18000.00| | FLAGGER | | | 0105 636022-001 720.000 DA | 33.00000 23760.00| | CHANGEABLE MESSAGE SIGN | | | 0110 636025-001 2880.000 DA | 1.10000 3168.00| | WARNING LIGHTS, TYPE B | | | 0115 639001-001 LUMP | 9500.00000 9500.00| | CONSTRUCTION LAYOUT STAKE | | | 0120 640003-001 LUMP | 1500.00000 1500.00| | BUILDING EQUIPMENT | | | 0125 640006-001 12.000 MO | 1100.00000 13200.00| | SMALL FIELD OFFICE | | | 0130 642004-003 10.000 LB | 100.00000 1000.00| | SEED MIXTURE, D | | | 0135 642005-001 0.340 TN | 2780.00000 945.20| | MULCH, STRAW OR HAY | | | 0140 642006-001 0.060 TN | 16630.00000 997.80| | FERTILIZER | | | 0145 642012-001 650.000 LF | 2.50000 1625.00| | SILT FENCE | | | 0150 652001-001 0.120 TN | 665.00000 79.80| | AGRICULTURAL LIMESTONE | | | 0155 652002-001 0.040 TN | 27700.00000 1108.00| | FERTILIZER, 10-20-10 | | | 0160 652003-002 7.000 LB | 133.00000 931.00| | SEED MIXTURE, D | | | 0165 652004-001 0.210 TN | 4220.00000 886.20| | STRAW OR HAY MULCH | | | 0170 657010-001 39.000 LF | 39.00000 1521.00| | 3.00 LB CHANNEL POST | | | 0175 657018-001 3.000 EA | 44.00000 132.00| | POST REMOVAL | | | 0180 661001-001 17.000 SF | 33.00000 561.00| | 0.080 IN FLAT SHEET SIGN | | | 0185 663001-004 1100.000 LF | 0.33000 363.00| | EDGE LINE, TYPE II - 4 IN WHITE, 4 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -12 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0609442 |( ) |( ) |MEC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 663003-005 1100.000 LF | 0.33000 363.00| | BARRIER LINE, TYPE II ,4 INCH | | | 0195 401001-001 AA1 326.000 TN | 84.25000 27465.50| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0200 401001-002 AA2 310.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0205 402001-001 BB1 43.000 TN | 166.30000 7150.90| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0210 402001-002 BB2 41.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 449,088.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SANITARY SEWER RELOCATION Y060 | | | 0215 639001-001 LUMP | 750.00000 750.00| | CONSTRUCTION LAYOUT STAKE | | | 0220 675008-221 148.000 LF | 50.00000 7400.00| | 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0225 675014-001 2.000 EA | 3000.00000 6000.00| | MANHOLE COMPLETE, INCLUDING CASTING | | | SECTION TOTALS | $ 14,150.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE # 10901 X331 | | | 0230 203001-000 LUMP | 165000.00000 165000.00| | DISMANTLING STRUCTURE | | | 0235 212001-000 1266.000 CY | 35.00000 44310.00| | STRUCTURE EXCAVATION | | | 0240 212005-000 80.000 CY | 120.00000 9600.00| | SELECT MATERIAL FOR BACKFILLING | | | 0245 218004-001 380.000 SY | 18.00000 6840.00| | 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0250 218006-000 220.000 CY | 45.00000 9900.00| | FOUNDATION PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 011 -13 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0430342R1 COUNTIES : FAYETTE LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0609442 |( ) |( ) |MEC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 601002-001 567.000 CY | 605.00000 343035.00| | CLASS B CONCRETE | | | 0260 601003-001 50.000 CY | 820.00000 41000.00| | CLASS K CONCRETE | | | 0265 601006-001 60.000 CY | 200.00000 12000.00| | CLASS D CONCRETE | | | 0270 601009-001 415.000 CY | 825.00000 342375.00| | CLASS H CONCRETE | | | 0275 602001-001 83531.000 LB | 0.88000 73507.28| | REINFORCING STEEL BAR | | | 0280 602002-001 95704.000 LB | 1.00000 95704.00| | EPOXY COATED REINFORCING STEEL BAR | | | 0285 615001-001 436625.000 LS | 863200.00000 863200.00| | STEEL SUPERSTRUCTURE | | | 0290 615028-001 4.000 EA | 930.00000 3720.00| | GUIDED BEARING, ELASTOMERIC | | | 0295 615029-001 8.000 EA | 600.00000 4800.00| | NON-GUIDED BEARING, ELASTOMERIC | | | 0300 615030-001 4.000 EA | 990.00000 3960.00| | FIXED BEARING, ELASTOMERIC | | | 0305 616004-006 1740.000 LF | 42.00000 73080.00| | HP12X53 STEEL BEARING PILE, DRIVEN | | | 0310 639001-001 LUMP | 9500.00000 9500.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,101,531.28| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 COMPUTER SYSTEM K000 | | | 0315 640004-001 LUMP | 6500.00000 6500.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,500.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,571,269.28| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0904281R1 COUNTIES : LEWIS LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : WESTON TO JANE LEW PROJECT(S) : S321-0079/00-098.63 00 00IM 0792 163 D00 LOCATION: BEGIN: US 33 END: CO 14/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 1,727,344.12 100.0000% 2 55-0583614 KELLY PAVING, INC. $ 1,800,800.83 104.2526% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 1,804,585.00 104.4717% 4 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,824,217.00 105.6082% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0904281R1 COUNTIES : LEWIS LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0583614 |( 3 ) 55-0481221 |J. F. ALLEN COMPANY |KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING I000 | | | 0005 204001-000 LUMP | 50000.00000 50000.00| 97005.00000 97005.00| 20000.00000 20000.00 MOBILIZATION | | | 0010 408002-001 5300.000 GA | 2.25000 11925.00| 2.80000 14840.00| 2.50000 13250.00 BITUMINOUS MATERIAL | | | 0015 410001-002 84640.000 LF | 0.15000 12696.00| 0.15000 12696.00| 0.15000 12696.00 SAWED RUMBLE STRIP | | | 0020 415005-001 175802.000 SY | 0.60000 105481.20| 1.00000 175802.00| 0.80000 140641.60 REMOVE EXISTING PAVEMENT SURFACE | | | 0025 636008-011 192404.000 LF | 0.23000 44252.92| 0.30000 57721.20| 0.50000 96202.00 TEMPORARY PAVEMENT MARKING-PAINT 8 IN | | | 0030 636011-001 92950.000 UN | 0.90000 83655.00| 1.00000 92950.00| 1.00000 92950.00 TRAFFIC CONTROL DEVICE | | | 0035 636012-010 1.000 EA | 110.00000 110.00| 0.01000 0.01| 100.00000 100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0040 636013-001 200.000 EA | 1.10000 220.00| 0.01000 2.00| 1.00000 200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0045 636014-001 330.000 HR | 51.70000 17061.00| 0.01000 3.30| 44.00000 14520.00 FLAGGER | | | 0050 636014-002 640.000 HR | 0.01000 6.40| 0.01000 6.40| 45.00000 28800.00 TRAFFIC DIRECTOR | | | 0055 636021-001 106.000 DA | 8.80000 932.80| 0.01000 1.06| 8.00000 848.00 ELECTRIC ARROW | | | 0060 636022-001 128.000 DA | 49.50000 6336.00| 45.00000 5760.00| 45.00000 5760.00 CHANGEABLE MESSAGE SIGN | | | 0065 636025-001 3392.000 DA | 1.10000 3731.20| 1.00000 3392.00| 1.00000 3392.00 WARNING LIGHTS, TYPE B | | | 0070 636026-001 LUMP | 6776.00000 6776.00| 100.00000 100.00| 10000.00000 10000.00 TEMPORARY LIGHTING | | | 0075 636030-001 106.000 DA | 22.00000 2332.00| 0.01000 1.06| 20.00000 2120.00 SPEED MONITORING TRAILER | | | 0080 639001-001 LUMP | 4400.00000 4400.00| 1800.00000 1800.00| 35736.70000 35736.70 CONSTRUCTION LAYOUT STAKE | | | 0085 661013-001 114.000 EA | 33.00000 3762.00| 30.00000 3420.00| 37.00000 4218.00 PLASTIC DELINEATOR POST, WHITE GROUND | | | MOUNTED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0904281R1 COUNTIES : LEWIS LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0583614 |( 3 ) 55-0481221 |J. F. ALLEN COMPANY |KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 661013-001 136.000 EA | 16.50000 2244.00| 20.00000 2720.00| 32.00000 4352.00 PLASTIC DELINEATOR POST, WHITE | | | GUARDRAIL MOUNTED | | | 0095 661013-001 28.000 EA | 35.20000 985.60| 30.00000 840.00| 37.00000 1036.00 PLASTIC DELINEATOR POST, YELLOW GROUND | | | MOUNTED | | | 0100 663001-019 42220.000 LF | 0.40000 16888.00| 0.30000 12666.00| 0.35000 14777.00 EDGE LINE, TYPE IX - 4 IN PERMANENT | | | WHITE 6" | | | 0105 663001-019 1752.000 LF | 0.40000 700.80| 0.40000 700.80| 0.35000 613.20 EDGE LINE, TYPE IX - 4 IN PERMANENT | | | WHITE 8" | | | 0110 663001-019 42250.000 LF | 0.40000 16900.00| 0.30000 12675.00| 0.35000 14787.50 EDGE LINE, TYPE IX - 4 IN PERMANENT | | | YELLOW 6" | | | 0115 663002-019 9980.000 LF | 0.40000 3992.00| 0.30000 2994.00| 0.35000 3493.00 LANE LINE , TYPE IX - 4 IN PERMANENT | | | WHITE 6" | | | 0120 663012-208 490.000 EA | 25.30000 12397.00| 25.00000 12250.00| 23.00000 11270.00 RAISED PAVEMENT MARKER, TYPE P-2 WHITE | | | 0125 663012-208 14.000 EA | 25.30000 354.20| 25.00000 350.00| 23.00000 322.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | WHITE/RED | | | 0130 307005-001 AA1 500.000 TN | 0.01000 5.00| 0.01000 5.00| 23.00000 11500.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0135 307005-002 AA2 450.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0140 402001-011 BB1 19400.000 TN | 68.00000 1319200.00| 66.50000 1290100.00| 65.00000 1261000.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | 0145 402001-012 BB2 17460.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 12.5 | | | SECTION TOTALS | $ 1,727,344.12| $ 1,800,800.83| $ 1,804,585.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,727,344.12| $ 1,800,800.83| $ 1,804,585.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0904281R1 COUNTIES : LEWIS LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING I000 | | | 0005 204001-000 LUMP | 18208.16000 18208.16| | MOBILIZATION | | | 0010 408002-001 5300.000 GA | 2.00000 10600.00| | BITUMINOUS MATERIAL | | | 0015 410001-002 84640.000 LF | 0.10000 8464.00| | SAWED RUMBLE STRIP | | | 0020 415005-001 175802.000 SY | 1.00000 175802.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0025 636008-011 192404.000 LF | 0.21000 40404.84| | TEMPORARY PAVEMENT MARKING-PAINT 8 IN | | | 0030 636011-001 92950.000 UN | 1.00000 92950.00| | TRAFFIC CONTROL DEVICE | | | 0035 636012-010 1.000 EA | 800.00000 800.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0040 636013-001 200.000 EA | 5.00000 1000.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0045 636014-001 330.000 HR | 0.01000 3.30| | FLAGGER | | | 0050 636014-002 640.000 HR | 45.00000 28800.00| | TRAFFIC DIRECTOR | | | 0055 636021-001 106.000 DA | 12.00000 1272.00| | ELECTRIC ARROW | | | 0060 636022-001 128.000 DA | 45.00000 5760.00| | CHANGEABLE MESSAGE SIGN | | | 0065 636025-001 3392.000 DA | 1.25000 4240.00| | WARNING LIGHTS, TYPE B | | | 0070 636026-001 LUMP | 2000.00000 2000.00| | TEMPORARY LIGHTING | | | 0075 636030-001 106.000 DA | 35.00000 3710.00| | SPEED MONITORING TRAILER | | | 0080 639001-001 LUMP | 100.00000 100.00| | CONSTRUCTION LAYOUT STAKE | | | 0085 661013-001 114.000 EA | 40.00000 4560.00| | PLASTIC DELINEATOR POST, WHITE GROUND | | | MOUNTED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0904281R1 COUNTIES : LEWIS LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 661013-001 136.000 EA | 30.00000 4080.00| | PLASTIC DELINEATOR POST, WHITE | | | GUARDRAIL MOUNTED | | | 0095 661013-001 28.000 EA | 40.00000 1120.00| | PLASTIC DELINEATOR POST, YELLOW GROUND | | | MOUNTED | | | 0100 663001-019 42220.000 LF | 0.35000 14777.00| | EDGE LINE, TYPE IX - 4 IN PERMANENT | | | WHITE 6" | | | 0105 663001-019 1752.000 LF | 0.35000 613.20| | EDGE LINE, TYPE IX - 4 IN PERMANENT | | | WHITE 8" | | | 0110 663001-019 42250.000 LF | 0.35000 14787.50| | EDGE LINE, TYPE IX - 4 IN PERMANENT | | | YELLOW 6" | | | 0115 663002-019 9980.000 LF | 0.35000 3493.00| | LANE LINE , TYPE IX - 4 IN PERMANENT | | | WHITE 6" | | | 0120 663012-208 490.000 EA | 23.00000 11270.00| | RAISED PAVEMENT MARKER, TYPE P-2 WHITE | | | 0125 663012-208 14.000 EA | 23.00000 322.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | WHITE/RED | | | 0130 307005-001 AA1 500.000 TN | 7.00000 3500.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0135 307005-002 AA2 450.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0140 402001-011 BB1 19400.000 TN | 70.70000 1371580.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | 0145 402001-012 BB2 17460.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 12.5 | | | SECTION TOTALS | $ 1,824,217.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,824,217.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0828801R1 COUNTIES : MARION LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : SHINNSTON-WORTHINGTON ROAD PROJECT(S) : S325-0019/00-000.00 00 LOCATION: BEGIN: HARRISON COUNTY LINE END: JCT CO 90 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 497,338.51 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 508,281.12 102.2002% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 514,660.50 103.4829% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0828801R1 COUNTIES : MARION LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0592491 |( 2 ) 55-0328627 |( 3 ) 55-0481221 |DODD GENERAL CONTRACTORS COR |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE I000 | | | 0005 207001-001 386.000 CY | 0.01000 3.86| 0.01000 3.86| 41.00000 15826.00 UNCLASSIFIED EXCAVATION | | | 0010 218003-000 4.000 CY | 225.00000 900.00| 212.05000 848.20| 280.00000 1120.00 GABION | | | 0015 229001-000 1.850 MI | 5258.00000 9727.30| 6000.00000 11100.00| 8500.00000 15725.00 SHOULDER AND DITCH | | | 0020 240001-000 68.000 LF | 40.60000 2760.80| 14.65000 996.20| 27.00000 1836.00 CLEAN CULVERT | | | 0025 240002-000 1.000 EA | 350.00000 350.00| 497.20000 497.20| 191.61000 191.61 CLEAN INLET | | | 0030 240005-000 40.000 LF | 76.25000 3050.00| 62.15000 2486.00| 125.00000 5000.00 CLEAN BOX CULVERT | | | 0035 408002-001 975.000 GA | 0.01000 9.75| 2.25000 2193.75| 2.50000 2437.50 BITUMINOUS MATERIAL | | | 0040 415005-001 540.000 SY | 16.17000 8731.80| 3.75000 2025.00| 5.00000 2700.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0045 601046-001 2.000 EA | 2860.00000 5720.00| 3148.70000 6297.40| 3500.00000 7000.00 MODIFIED CONCRETE END POST | | | 0050 604050-016 404.000 LF | 176.40000 71265.60| 121.30000 49005.20| 165.00000 66660.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0055 605009-001 10.000 EA | 2192.00000 21920.00| 2431.35000 24313.50| 1530.00000 15300.00 TYPE G INLET | | | 0060 605014-001 1.000 EA | 2192.00000 2192.00| 3000.00000 3000.00| 3175.00000 3175.00 MODIFIED INLET, TYPE G | | | 0065 607001-001 4650.000 LF | 11.93000 55474.50| 12.35000 57427.50| 12.35000 57427.50 TYPE 1 GUARDRAIL, CLASS I | | | 0070 607006-001 2.000 EA | 989.63000 1979.26| 1023.75000 2047.50| 975.00000 1950.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0075 607010-020 4125.000 LF | 0.77000 3176.25| 0.80000 3300.00| 0.75000 3093.75 GUARDRAIL REMOVAL | | | 0080 607035-001 2.000 EA | 65.98000 131.96| 68.25000 136.50| 65.00000 130.00 GUARDRAIL ELEMENT | | | 0083 607043-001 550.000 EA | 10.15000 5582.50| 10.50000 5775.00| 10.00000 5500.00 8 FT STEEL POST | | | 0085 607048-001 1.000 EA | 101.50000 101.50| 105.00000 105.00| 100.00000 100.00 STRUCTURE MOUNTED POST, ANCHORED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0828801R1 COUNTIES : MARION LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0592491 |( 2 ) 55-0328627 |( 3 ) 55-0481221 |DODD GENERAL CONTRACTORS COR |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607048-002 6.000 EA | 101.50000 609.00| 105.00000 630.00| 100.00000 600.00 BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0095 607066-001 2.000 EA | 1725.50000 3451.00| 1785.00000 3570.00| 1700.00000 3400.00 TANGENT END TERMINAL | | | 0100 636006-001 29.000 DA | 0.01000 0.29| 0.01000 0.29| 0.01000 0.29 PILOT TRUCK AND DRIVER | | | 0105 636011-001 2950.000 UN | 0.01000 29.50| 1.20000 3540.00| 1.40000 4130.00 TRAFFIC CONTROL DEVICE | | | 0110 636014-001 660.000 HR | 44.20000 29172.00| 78.20000 51612.00| 0.01000 6.60 FLAGGER | | | 0115 642004-002 90.000 LB | 0.01000 0.90| 2.10000 189.00| 7.75000 697.50 SEED MIXTURE, B | | | 0120 642005-002 0.700 TN | 1.00000 0.70| 735.00000 514.50| 575.00000 402.50 MULCH, WOOD CELLULOSE FIBER | | | 0125 642006-001 0.400 TN | 1.00000 0.40| 945.00000 378.00| 575.00000 230.00 FERTILIZER | | | 0130 642031-001 40.000 EA | 25.38000 1015.20| 50.00000 2000.00| 75.00000 3000.00 DITCH CHECK | | | 0135 663001-005 3.700 MI | 938.88000 3473.86| 971.25000 3593.63| 925.00000 3422.50 EDGE LINE, TYPE II - 4 IN (WHITE | | | PERMANENT) | | | 0140 663001-005 3.700 MI | 938.88000 3473.86| 971.25000 3593.63| 925.00000 3422.50 EDGE LINE, TYPE II - 4 IN (WHITE | | | TEMPORARY) | | | 0145 663002-004 3.700 MI | 938.88000 3473.86| 971.25000 3593.63| 925.00000 3422.50 LANE LINE , TYPE II - 4 IN (YELLOW | | | PERMANENT) | | | 0150 663002-004 3.700 MI | 938.88000 3473.86| 971.25000 3593.63| 925.00000 3422.50 LANE LINE , TYPE II - 4 IN (YELLOW | | | TEMPORARY) | | | 0155 307005-001 AA1 10.000 TN | 56.00000 560.00| 75.95000 759.50| 48.00000 480.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0160 307005-002 AA2 9.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0165 307005-001 BB1 100.000 TN | 48.88000 4888.00| 38.50000 3850.00| 35.00000 3500.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0828801R1 COUNTIES : MARION LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0592491 |( 2 ) 55-0328627 |( 3 ) 55-0481221 |DODD GENERAL CONTRACTORS COR |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 307005-002 BB2 90.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0175 401001-001 CC1 65.000 TN | 100.00000 6500.00| 73.00000 4745.00| 72.00000 4680.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0180 401001-002 CC2 60.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0185 401001-001 DD1 705.000 TN | 73.75000 51993.75| 77.85000 54884.25| 65.00000 45825.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0190 401001-002 DD2 635.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0195 402001-001 EE1 2675.000 TN | 71.83000 192145.25| 73.15000 195676.25| 85.55000 228846.25 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0200 402001-002 EE2 2410.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 497,338.51| $ 508,281.12| $ 514,660.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 497,338.51| $ 508,281.12| $ 514,660.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 9920214R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : PENNSYLVANIA LINE REST AREA PROJECT(S) : S335-0070/00-014.20 00 LOCATION: BEG: 0.25 MI W PA STATE LINE END: 0.25 MI W PA STATE LINE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0453441 JARVIS, DOWNING & EMCH, INC & SEABRIGHT CONSTRUCTION COMPANY $ 2,583,000.12 100.0000% 2 55-0487627 CITY CONSTRUCTION COMPANY, INC. $ 2,659,543.06 102.9633% 3 25-1100215 MOSITES CONSTRUCTION COMPANY $ 2,761,781.15 106.9214% 4 34-1539132 GRAE-CON CONSTRUCTION, INC. $ 2,859,670.73 110.7112% 5 43-2051555 OVAL CONSTRUCTION MANAGEMENT LLC $ 2,947,978.98 114.1300% 6 25-1428005 CAST & BAKER CORPORATION $ 3,268,141.20 126.5250% 25-1527784 WALLER CORPORATION IRREGULAR 55-0768209 LOMBARDI DEVELOPMENT COMPANY IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9920214R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0453441 |( 2 ) 55-0487627 |( 3 ) 25-1100215 |JARVIS, DOWNING & EMCH, INC. |CITY CONSTRUCTION COMPANY, I |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CONSTRUCT WELCOME CENTER | | | 0005 201001-000 1.000 LS | 13012.00000 13012.00| 1160.50000 1160.50| 12810.00000 12810.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 14918.00000 14918.00| 13715.00000 13715.00| 14688.45000 14688.45 BUILDING DEMOLITION NUMBER, 1, REST ARE | | | 0015 202001-000 1.000 LS | 1108.00000 1108.00| 1002.25000 1002.25| 1090.95000 1090.95 BUILDING DEMOLITION NUMBER, 2, | | | OUTBUILDING | | | 0020 204001-000 LUMP | 6624.00000 6624.00| 25847.50000 25847.50| 125847.87000 125847.87 MOBILIZATION | | | 0025 207009-000 LUMP | 17403.00000 17403.00| 23584.53000 23584.53| 17132.85000 17132.85 UNCLASSIFIED EXCAVATION | | | 0030 211001-000 263.000 CY | 25.76000 6774.88| 18.46000 4854.97| 27.98000 7358.74 UNCLASSIFIED BORROW EXCAVATION | | | 0035 240001-000 2263.000 LF | 1.77000 4005.51| 1.17000 2647.71| 1.74000 3937.62 CLEAN CULVERT 6" SEWER LINE | | | 0036 307001-000 14.000 CY | 52.45000 734.30| 65.41000 915.74| 82.74000 1158.36 AGGREGATE BASE COURSE, CLASS 1 | | | 0037 501001-009 80.000 SY | 56.00000 4480.00| 139.26000 11140.80| 57.56000 4604.80 9 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0040 604050-012 390.000 LF | 42.66000 16637.40| 37.66000 14687.40| 35.56000 13868.40 15 INCH CORRUGATED POLYETHYLENE PIPE | | | 0045 604050-016 230.000 LF | 42.66000 9811.80| 40.62000 9342.60| 51.41000 11824.30 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0050 605001-001 2.000 EA | 4160.00000 8320.00| 1865.24000 3730.48| 1995.00000 3990.00 TYPE A MANHOLE | | | 0055 605004-001 11.000 EA | 3360.00000 36960.00| 1191.10000 13102.10| 1280.48000 14085.28 TYPE B INLET | | | 0060 606020-001 450.000 LF | 42.66000 19197.00| 10.55000 4747.50| 4.22000 1899.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 18" | | | 0065 606022-001 63.000 CY | 37.33000 2351.79| 94.95000 5981.85| 146.07000 9202.41 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0070 606025-004 450.000 LF | 22.40000 10080.00| 16.62000 7479.00| 22.60000 10170.00 6 INCH UNDERDRAIN PIPE | | | 0075 609001-001 758.000 SY | 52.81000 40029.98| 48.53000 36785.74| 63.70000 48284.60 CONCRETE SIDEWALK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9920214R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0453441 |( 2 ) 55-0487627 |( 3 ) 25-1100215 |JARVIS, DOWNING & EMCH, INC. |CITY CONSTRUCTION COMPANY, I |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 609001-001 50.000 SY | 60.44000 3022.00| 58.03000 2901.50| 54.37000 2718.50 CONCRETE SIDEWALK 6" | | | 0080 609002-001 83.000 CY | 74.96000 6221.68| 73.85000 6129.55| 75.01000 6225.83 BED COURSE MATERIAL | | | 0085 610001-002 130.000 LF | 21.25000 2762.50| 31.65000 4114.50| 70.92000 9219.60 PLAIN CONCRETE CURBING, TYPE II | | | 0090 631001-001 LUMP | 26876.00000 26876.00| 21100.00000 21100.00| 21790.65000 21790.65 ELECTRICAL WORK | | | 0095 636007-001 550.000 LF | 1.07000 588.50| 1.06000 583.00| 1.05000 577.50 ERADICATION OF PAVEMENT MARKING | | | 0100 636011-001 3900.000 UN | 1.33000 5187.00| 1.06000 4134.00| 1.05000 4095.00 TRAFFIC CONTROL DEVICE | | | 0105 639001-001 LUMP | 6400.00000 6400.00| 6330.00000 6330.00| 7591.00000 7591.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP | 5000.00000 5000.00| 3692.50000 3692.50| 14016.57000 14016.57 BUILDING EQUIPMENT | | | 0115 640004-001 LUMP | 2600.00000 2600.00| 1582.50000 1582.50| 787.50000 787.50 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0120 640006-001 18.000 MO | 1200.00000 21600.00| 316.50000 5697.00| 195.70000 3522.60 SMALL FIELD OFFICE | | | 0125 642004-001 119.000 LB | 6.40000 761.60| 5.28000 628.32| 0.11000 13.09 SEED MIXTURE, TEMPORARY | | | 0130 642004-002 119.000 LB | 8.00000 952.00| 15.83000 1883.77| 8.40000 999.60 SEED MIXTURE, B | | | 0135 642005-001 2.500 TN | 1067.00000 2667.50| 791.25000 1978.13| 750.75000 1876.88 MULCH, STRAW OR HAY | | | 0140 642006-001 0.500 TN | 2133.00000 1066.50| 844.00000 422.00| 1365.00000 682.50 FERTILIZER | | | 0145 642010-001 1.100 TN | 42.66000 46.93| 844.00000 928.40| 26.25000 28.88 AGRICULTURAL LIMESTONE | | | 0150 642031-001 22.000 EA | 58.66000 1290.52| 147.70000 3249.40| 28.44000 625.68 DITCH CHECK | | | 0155 651002-001 160.000 CY | 15.46000 2473.60| 6.28000 1004.80| 26.88000 4300.80 PLACING STOCKPILED TOPSOIL | | | 0160 652001-001 1.100 TN | 42.66000 46.93| 844.00000 928.40| 26.25000 28.88 AGRICULTURAL LIMESTONE | | | 0165 652002-001 0.630 TN | 1067.00000 672.21| 844.00000 531.72| 1365.00000 859.95 FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9920214R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0453441 |( 2 ) 55-0487627 |( 3 ) 25-1100215 |JARVIS, DOWNING & EMCH, INC. |CITY CONSTRUCTION COMPANY, I |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 652002-002 0.190 TN | 2133.00000 405.27| 844.00000 160.36| 1365.00000 259.35 FERTILIZER, UREA FORMALDEHYDE | | | 0175 652003-001 119.000 LB | 6.93000 824.67| 15.83000 1883.77| 8.40000 999.60 SEED MIXTURES, B, C-1, OR C-2 | | | 0180 652004-001 2.500 TN | 1067.00000 2667.50| 791.25000 1978.13| 682.50000 1706.25 STRAW OR HAY MULCH | | | 0185 662003-001 1.000 LS | 23655.00000 23655.00| 7947.32000 7947.32| 15417.15000 15417.15 POLYVINYLCHLORIDE CONDUIT, 2", 3", 4" | | | 0190 662006-001 1.000 EA | 870.00000 870.00| 131.88000 131.88| 131.25000 131.25 JUNCTION BOX, TYPE H, 8"X8" | | | 0195 662007-001 16.000 EA | 681.00000 10896.00| 685.75000 10972.00| 1732.50000 27720.00 LUMINAIRE, POLE TOP MOUNT, TY V, LANTER | | | 0200 662008-001 1.000 LS | 53017.00000 53017.00| 7126.53000 7126.53| 7092.75000 7092.75 CABLE, FEED & LIGHTING | | | 0205 662010-005 16.000 EA | 1465.00000 23440.00| 949.50000 15192.00| 731.85000 11709.60 LIGHTING SUPPORT, TYPE V, 14' ALUM. | | | STRAIGHT | | | 0210 662015-001 1.000 LS | 9225.00000 9225.00| 474.75000 474.75| 472.50000 472.50 ELECTRICAL TEST, WELCOME CENTER | | | 0215 663001-004 1100.000 LF | 1.47000 1617.00| 0.53000 583.00| 1.45000 1595.00 EDGE LINE, TYPE II - 4 IN BLUE, 4" | | | 0220 663001-004 1900.000 LF | 1.17000 2223.00| 0.47000 893.00| 1.16000 2204.00 EDGE LINE, TYPE II - 4 IN WHITE, 4" | | | 0225 663009-015 5.000 EA | 389.00000 1945.00| 422.00000 2110.00| 383.25000 1916.25 HANDICAPPED SYMBOL, TYPE V | | | 0230 670007-004 489.000 LF | 10.62000 5193.18| 19.46000 9515.94| 10.46000 5114.94 3/4 INCH PLASTIC PIPE, CLASS 200 | | | 0235 670007-012 462.000 LF | 10.67000 4929.54| 17.94000 8288.28| 10.50000 4851.00 2 INCH PLASTIC PIPE, CLASS C-900 | | | 0240 670007-018 20.000 LF | 74.66000 1493.20| 36.93000 738.60| 73.50000 1470.00 4 INCH PLASTIC PIPE, CLASS C-900 | | | 0245 670010-240 55.000 LF | 145.44000 7999.20| 31.76000 1746.80| 142.80000 7854.00 10 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | 0250 672002-001 LUMP | 77207.00000 77207.00| 92375.80000 92375.80| 57750.00000 57750.00 CONSTRUCT BUILDING, MAINTENANCE | | | 0255 672002-001 LUMP | 94256.00000 94256.00| 161657.65000 161657.65| 89250.00000 89250.00 CONSTRUCT BUILDING, VENDING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9920214R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0453441 |( 2 ) 55-0487627 |( 3 ) 25-1100215 |JARVIS, DOWNING & EMCH, INC. |CITY CONSTRUCTION COMPANY, I |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0260 672002-001 LUMP | 1936923.00000 1936923.00| 2055361.55000 2055361.55| 2114697.00000 2114697.00 CONSTRUCT BUILDING, WELCOME CENTER | | | 0265 675007-020 385.000 LF | 16.00000 6160.00| 23.21000 8935.85| 18.99000 7311.15 6 INCH PLASTIC SEWER PIPE | | | 0270 675007-022 307.000 LF | 16.00000 4912.00| 24.27000 7450.89| 24.09000 7395.63 8 INCH PLASTIC SEWER PIPE | | | 0275 675007-024 232.000 LF | 26.66000 6185.12| 36.93000 8567.76| 32.93000 7639.76 10 INCH PLASTIC SEWER PIPE | | | 0280 675007-026 73.000 LF | 23.47000 1713.31| 54.86000 4004.78| 38.21000 2789.33 12 INCH PLASTIC SEWER PIPE | | | 0285 675027-001 2.000 EA | 1280.00000 2560.00| 1450.63000 2901.26| 1260.00000 2520.00 MANHOLE REMOVAL | | | SECTION TOTALS | $ 2,583,000.12| $ 2,659,543.06| $ 2,761,781.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,583,000.12| $ 2,659,543.06| $ 2,761,781.15 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9920214R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1539132 |( 5 ) 43-2051555 |( 6 ) 25-1428005 |GRAE-CON CONSTRUCTION, INC. |OVAL CONSTRUCTION MANAGEMENT |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CONSTRUCT WELCOME CENTER | | | 0005 201001-000 1.000 LS | 1575.00000 1575.00| 1228.15000 1228.15| 1500.00000 1500.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 13776.00000 13776.00| 23887.52000 23887.52| 23000.00000 23000.00 BUILDING DEMOLITION NUMBER, 1, REST ARE | | | 0015 202001-000 1.000 LS | 1050.00000 1050.00| 1060.68000 1060.68| 2500.00000 2500.00 BUILDING DEMOLITION NUMBER, 2, | | | OUTBUILDING | | | 0020 204001-000 LUMP | 24000.00000 24000.00| 16747.00000 16747.00| 145000.00000 145000.00 MOBILIZATION | | | 0025 207009-000 LUMP | 26250.00000 26250.00| 37916.34000 37916.34| 35000.00000 35000.00 UNCLASSIFIED EXCAVATION | | | 0030 211001-000 263.000 CY | 12.60000 3313.80| 19.54000 5139.02| 15.00000 3945.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 240001-000 2263.000 LF | 1.37000 3100.31| 2.34000 5295.42| 10.00000 22630.00 CLEAN CULVERT 6" SEWER LINE | | | 0036 307001-000 14.000 CY | 73.50000 1029.00| 64.76000 906.64| 55.00000 770.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0037 501001-009 80.000 SY | 120.75000 9660.00| 94.90000 7592.00| 70.00000 5600.00 9 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0040 604050-012 390.000 LF | 27.30000 10647.00| 42.99000 16766.10| 40.00000 15600.00 15 INCH CORRUGATED POLYETHYLENE PIPE | | | 0045 604050-016 230.000 LF | 31.50000 7245.00| 62.52000 14379.60| 54.00000 12420.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0050 605001-001 2.000 EA | 2625.00000 5250.00| 1973.97000 3947.94| 2500.00000 5000.00 TYPE A MANHOLE | | | 0055 605004-001 11.000 EA | 971.25000 10683.75| 1260.53000 13865.81| 1400.00000 15400.00 TYPE B INLET | | | 0060 606020-001 450.000 LF | 21.00000 9450.00| 11.17000 5026.50| 14.00000 6300.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 18" | | | 0065 606022-001 63.000 CY | 36.75000 2315.25| 100.49000 6330.87| 75.00000 4725.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0070 606025-004 450.000 LF | 10.50000 4725.00| 17.58000 7911.00| 16.00000 7200.00 6 INCH UNDERDRAIN PIPE | | | 0075 609001-001 758.000 SY | 43.50000 32973.00| 55.83000 42319.14| 58.50000 44343.00 CONCRETE SIDEWALK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9920214R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1539132 |( 5 ) 43-2051555 |( 6 ) 25-1428005 |GRAE-CON CONSTRUCTION, INC. |OVAL CONSTRUCTION MANAGEMENT |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 609001-001 50.000 SY | 72.45000 3622.50| 61.41000 3070.50| 64.00000 3200.00 CONCRETE SIDEWALK 6" | | | 0080 609002-001 83.000 CY | 84.00000 6972.00| 22.33000 1853.39| 60.00000 4980.00 BED COURSE MATERIAL | | | 0085 610001-002 130.000 LF | 49.35000 6415.50| 33.50000 4355.00| 40.00000 5200.00 PLAIN CONCRETE CURBING, TYPE II | | | 0090 631001-001 LUMP | 31204.95000 31204.95| 26644.50000 26644.50| 38000.00000 38000.00 ELECTRICAL WORK | | | 0095 636007-001 550.000 LF | 1.05000 577.50| 1.12000 616.00| 1.10000 605.00 ERADICATION OF PAVEMENT MARKING | | | 0100 636011-001 3900.000 UN | 1.31000 5109.00| 1.12000 4368.00| 1.40000 5460.00 TRAFFIC CONTROL DEVICE | | | 0105 639001-001 LUMP | 1575.00000 1575.00| 8373.75000 8373.75| 14000.00000 14000.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP | 4500.00000 4500.00| 5582.50000 5582.50| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0115 640004-001 LUMP | 7000.00000 7000.00| 3126.20000 3126.20| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0120 640006-001 18.000 MO | 1600.00000 28800.00| 837.38000 15072.84| 1000.00000 18000.00 SMALL FIELD OFFICE | | | 0125 642004-001 119.000 LB | 0.11000 13.09| 1.12000 133.28| 5.00000 595.00 SEED MIXTURE, TEMPORARY | | | 0130 642004-002 119.000 LB | 8.40000 999.60| 1.12000 133.28| 7.50000 892.50 SEED MIXTURE, B | | | 0135 642005-001 2.500 TN | 750.75000 1876.88| 949.03000 2372.56| 1000.00000 2500.00 MULCH, STRAW OR HAY | | | 0140 642006-001 0.500 TN | 1365.00000 682.50| 3907.75000 1953.88| 800.00000 400.00 FERTILIZER | | | 0145 642010-001 1.100 TN | 26.25000 28.88| 55.83000 61.41| 35.00000 38.50 AGRICULTURAL LIMESTONE | | | 0150 642031-001 22.000 EA | 52.50000 1155.00| 390.78000 8597.16| 200.00000 4400.00 DITCH CHECK | | | 0155 651002-001 160.000 CY | 57.75000 9240.00| 6.64000 1062.40| 6.00000 960.00 PLACING STOCKPILED TOPSOIL | | | 0160 652001-001 1.100 TN | 26.25000 28.88| 55.83000 61.41| 40.00000 44.00 AGRICULTURAL LIMESTONE | | | 0165 652002-001 0.630 TN | 1365.00000 859.95| 1652.42000 1041.02| 40.00000 25.20 FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 015 -8 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9920214R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1539132 |( 5 ) 43-2051555 |( 6 ) 25-1428005 |GRAE-CON CONSTRUCTION, INC. |OVAL CONSTRUCTION MANAGEMENT |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 652002-002 0.190 TN | 1365.00000 259.35| 5582.50000 1060.68| 2200.00000 418.00 FERTILIZER, UREA FORMALDEHYDE | | | 0175 652003-001 119.000 LB | 8.40000 999.60| 17.53000 2086.07| 6.00000 714.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0180 652004-001 2.500 TN | 682.50000 1706.25| 535.92000 1339.80| 1000.00000 2500.00 STRAW OR HAY MULCH | | | 0185 662003-001 1.000 LS | 23671.20000 23671.20| 8410.59000 8410.59| 29000.00000 29000.00 POLYVINYLCHLORIDE CONDUIT, 2", 3", 4" | | | 0190 662006-001 1.000 EA | 187.95000 187.95| 139.56000 139.56| 300.00000 300.00 JUNCTION BOX, TYPE H, 8"X8" | | | 0195 662007-001 16.000 EA | 592.86000 9485.76| 725.73000 11611.68| 715.00000 11440.00 LUMINAIRE, POLE TOP MOUNT, TY V, LANTER | | | 0200 662008-001 1.000 LS | 4835.25000 4835.25| 7541.96000 7541.96| 8500.00000 8500.00 CABLE, FEED & LIGHTING | | | 0205 662010-005 16.000 EA | 830.55000 13288.80| 778.20000 12451.21| 1550.00000 24800.00 LIGHTING SUPPORT, TYPE V, 14' ALUM. | | | STRAIGHT | | | 0210 662015-001 1.000 LS | 19175.10000 19175.10| 502.43000 502.43| 1000.00000 1000.00 ELECTRICAL TEST, WELCOME CENTER | | | 0215 663001-004 1100.000 LF | 1.45000 1595.00| 0.33000 363.00| 1.50000 1650.00 EDGE LINE, TYPE II - 4 IN BLUE, 4" | | | 0220 663001-004 1900.000 LF | 1.16000 2204.00| 0.33000 627.00| 1.25000 2375.00 EDGE LINE, TYPE II - 4 IN WHITE, 4" | | | 0225 663009-015 5.000 EA | 383.25000 1916.25| 167.48000 837.40| 400.00000 2000.00 HANDICAPPED SYMBOL, TYPE V | | | 0230 670007-004 489.000 LF | 12.60000 6161.40| 16.75000 8190.75| 12.00000 5868.00 3/4 INCH PLASTIC PIPE, CLASS 200 | | | 0235 670007-012 462.000 LF | 24.15000 11157.30| 22.33000 10316.46| 18.00000 8316.00 2 INCH PLASTIC PIPE, CLASS C-900 | | | 0240 670007-018 20.000 LF | 73.50000 1470.00| 23.45000 469.00| 35.00000 700.00 4 INCH PLASTIC PIPE, CLASS C-900 | | | 0245 670010-240 55.000 LF | 68.25000 3753.75| 45.78000 2517.90| 75.00000 4125.00 10 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | 0250 672002-001 LUMP | 113529.21300 113529.21| 107000.00000 107000.00| 135000.00000 135000.00 CONSTRUCT BUILDING, MAINTENANCE | | | 0255 672002-001 LUMP | 151105.17000 151105.17| 120000.00000 120000.00| 154000.00000 154000.00 CONSTRUCT BUILDING, VENDING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/11/10 PAGE : 015 -9 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9920214R1 COUNTIES : OHIO LETTING DATE : 12/08/09 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1539132 |( 5 ) 43-2051555 |( 6 ) 25-1428005 |GRAE-CON CONSTRUCTION, INC. |OVAL CONSTRUCTION MANAGEMENT |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0260 672002-001 LUMP | 2180848.65000 2180848.65| 2320000.00000 2320000.00| 2380000.00000 2380000.00 CONSTRUCT BUILDING, WELCOME CENTER | | | 0265 675007-020 385.000 LF | 26.25000 10106.25| 24.56000 9455.60| 32.00000 12320.00 6 INCH PLASTIC SEWER PIPE | | | 0270 675007-022 307.000 LF | 29.40000 9025.80| 25.68000 7883.76| 34.00000 10438.00 8 INCH PLASTIC SEWER PIPE | | | 0275 675007-024 232.000 LF | 32.55000 7551.60| 39.08000 9066.56| 39.00000 9048.00 10 INCH PLASTIC SEWER PIPE | | | 0280 675007-026 73.000 LF | 36.75000 2682.75| 58.06000 4238.38| 52.00000 3796.00 12 INCH PLASTIC SEWER PIPE | | | 0285 675027-001 2.000 EA | 2625.00000 5250.00| 1535.19000 3070.38| 800.00000 1600.00 MANHOLE REMOVAL | | | SECTION TOTALS | $ 2,859,670.73| $ 2,947,978.98| $ 3,268,141.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,859,670.73| $ 2,947,978.98| $ 3,268,141.20 ====================================================================================================================================