WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/11 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0931794R2 COUNTIES : KANAWHA LETTING DATE : 10/13/11 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : WASHINGTON ST W STREETSCAPE PROJECT(S) : U320-0CHA/S0-002.00 00 0ERP 2009 178 D00 LOCATION: US 60 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 301,847.00 100.0000% 2 55-0731306 ACCAD CORPORATION $ 388,790.00 128.8037% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 447,915.00 148.3914% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/11 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0931794R2 COUNTIES : KANAWHA LETTING DATE : 10/13/11 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0731306 |( 3 ) 62-1345425 |MOUNTAINEER CONTRACTORS, INC |ACCAD CORPORATION |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY ITEMS I000 | | | 0005 204001-000 LUMP | 21500.00000 21500.00| 28230.00000 28230.00| 70000.00000 70000.00 MOBILIZATION | | | 0010 207001-001 194.000 CY | 105.00000 20370.00| 41.00000 7954.00| 10.00000 1940.00 UNCLASSIFIED EXCAVATION | | | 0015 207034-000 584.000 SY | 2.30000 1343.20| 4.00000 2336.00| 2.00000 1168.00 FABRIC FOR SEPARATION | | | 0020 212005-000 45.000 CY | 139.00000 6255.00| 120.00000 5400.00| 100.00000 4500.00 SELECT MATERIAL FOR BACKFILLING | | | 0025 408002-001 34.000 GA | 3.00000 102.00| 6.00000 204.00| 11.00000 374.00 BITUMINOUS MATERIAL | | | 0030 415005-001 114.000 SY | 17.75000 2023.50| 16.00000 1824.00| 60.00000 6840.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0035 601002-001 4.000 CY | 3300.00000 13200.00| 3400.00000 13600.00| 2720.00000 10880.00 CLASS B CONCRETE | | | 0040 609001-001 321.000 SY | 63.00000 20223.00| 140.00000 44940.00| 96.00000 30816.00 CONCRETE SIDEWALK | | | 0045 609001-001 119.000 SY | 75.00000 8925.00| 200.00000 23800.00| 285.00000 33915.00 CONCRETE SIDEWALK , BRICK DETAIL | | | 0050 610001-001 511.000 LF | 46.00000 23506.00| 60.00000 30660.00| 44.00000 22484.00 PLAIN CONCRETE CURBING, TYPE I | | | 0055 617002-001 134.000 LF | 350.00000 46900.00| 360.00000 48240.00| 300.00000 40200.00 FERROUS METAL RAILING | | | 0060 626003-001 507.000 SF | 35.00000 17745.00| 39.00000 19773.00| 79.00000 40053.00 RETAINING WALL, SEGMENTAL | | | 0065 636011-001 2590.000 UN | 0.80000 2072.00| 2.50000 6475.00| 1.00000 2590.00 TRAFFIC CONTROL DEVICE | | | 0070 636014-001 120.000 HR | 70.00000 8400.00| 60.00000 7200.00| 62.00000 7440.00 FLAGGER | | | 0075 636022-001 30.000 DA | 40.00000 1200.00| 100.00000 3000.00| 50.00000 1500.00 CHANGEABLE MESSAGE SIGN | | | 0080 636025-001 62.000 DA | 1.25000 77.50| 2.00000 124.00| 2.20000 136.40 WARNING LIGHTS, TYPE B | | | 0085 639001-001 LUMP | 21329.80000 21329.80| 8000.00000 8000.00| 40000.10000 40000.10 CONSTRUCTION LAYOUT STAKE | | | 0090 642012-001 475.000 LF | 4.50000 2137.50| 3.00000 1425.00| 2.00000 950.00 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/11 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0931794R2 COUNTIES : KANAWHA LETTING DATE : 10/13/11 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0731306 |( 3 ) 62-1345425 |MOUNTAINEER CONTRACTORS, INC |ACCAD CORPORATION |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 652002-001 0.005 TN | 1500.00000 7.50| 150000.00000 750.00| 1100.00000 5.50 FERTILIZER, 10-20-10 | | | 0100 652003-006 5.000 LB | 200.00000 1000.00| 75.00000 375.00| 22.00000 110.00 SEED MIXTURE, C | | | 0105 652004-001 0.200 TN | 1500.00000 300.00| 6500.00000 1300.00| 715.00000 143.00 STRAW OR HAY MULCH | | | 0110 662002-001 LUMP | 8500.00000 8500.00| 17000.00000 17000.00| 9350.00000 9350.00 GALVANIZED STEEL CONDUIT (01) | | | 0115 662002-001 LUMP | 9000.00000 9000.00| 28000.00000 28000.00| 9900.00000 9900.00 GALVANIZED STEEL CONDUIT (02) | | | 0120 662006-001 5.000 EA | 950.00000 4750.00| 1200.00000 6000.00| 2000.00000 10000.00 JUNCTION BOX, TYPE H, 10"X10" | | | 0125 662006-001 1.000 EA | 1250.00000 1250.00| 2200.00000 2200.00| 1380.00000 1380.00 JUNCTION BOX, TYPE H, 18"X18" | | | 0130 662007-001 5.000 EA | 2500.00000 12500.00| 2600.00000 13000.00| 2750.00000 13750.00 LUMINAIRE, 100W, HPS | | | 0135 662008-001 1.000 LS | 5500.00000 5500.00| 10000.00000 10000.00| 6050.00000 6050.00 CABLE, (01) | | | 0140 662010-001 5.000 EA | 4500.00000 22500.00| 4500.00000 22500.00| 10000.00000 50000.00 LIGHTING SUPPORT, TYPE I, (16-0) | | | 0145 662013-001 LUMP | 9500.00000 9500.00| 18000.00000 18000.00| 22000.00000 22000.00 SERVICE AND CONTROL STATION, (01) | | | 0150 662014-001 LUMP | 1000.00000 1000.00| 6500.00000 6500.00| 1100.00000 1100.00 INCIDENTAL ELECTRICAL WORK | | | 0155 662015-001 1.000 LS | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 ELECTRICAL TEST, (01) | | | 0160 307005-001 AA1 85.000 TN | 58.00000 4930.00| 60.00000 5100.00| 64.00000 5440.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0165 307005-002 AA2 77.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0170 401002-002 BB2 12.000 TN | 275.00000 3300.00| 365.00000 4380.00| 200.00000 2400.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 301,847.00| $ 388,790.00| $ 447,915.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 301,847.00| $ 388,790.00| $ 447,915.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/11 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 1120899 COUNTIES : NICHOLAS LETTING DATE : 10/13/11 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : NICHOLAS APD (MUDDLETY) SALT SHED PROJECT(S) : G034-0HDQ/00-001.00 00 LOCATION: ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0648251 DANHILL CONSTRUCTION CO. $ 430,644.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 564,021.00 130.9715% 3 55-0756636 JIM CONSTRUCTION, INC. $ 700,821.15 162.7379% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/11 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1120899 COUNTIES : NICHOLAS LETTING DATE : 10/13/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0648251 |( 2 ) 62-1345425 |( 3 ) 55-0756636 |DANHILL CONSTRUCTION CO. |BILCO CONSTRUCTION CO., INC. |JIM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CONSTRUCT SALT BUILDING | | | 0005 204001-000 LUMP | 19293.30000 19293.30| 28000.00000 28000.00| 57000.00000 57000.00 MOBILIZATION | | | 0010 212001-000 1351.000 CY | 12.00000 16212.00| 10.00000 13510.00| 39.00000 52689.00 STRUCTURE EXCAVATION | | | 0015 212005-000 170.000 CY | 54.90000 9333.00| 75.00000 12750.00| 126.00000 21420.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 307001-000 135.000 CY | 97.34000 13140.90| 60.00000 8100.00| 139.50000 18832.50 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 601009-001 551.000 CY | 380.00000 209380.00| 550.00000 303050.00| 665.00000 366415.00 CLASS H CONCRETE | | | 0030 601013-001 LUMP | 8073.00000 8073.00| 2000.00000 2000.00| 8650.00000 8650.00 EPOXY RESIN PROTECTIVE COATING | | | 0035 602002-001 47421.000 LB | 1.80000 85357.80| 1.45000 68760.45| 1.65000 78244.65 EPOXY COATED REINFORCING STEEL BAR | | | 0040 605004-001 1.000 EA | 1245.00000 1245.00| 2000.00000 2000.00| 1600.00000 1600.00 TYPE B INLET | | | 0045 605039-001 1.000 EA | 890.00000 890.00| 1250.00000 1250.00| 1600.00000 1600.00 JUNCTION BOX | | | 0050 606027-004 120.000 LF | 11.70000 1404.00| 10.00000 1200.00| 16.00000 1920.00 6 INCH CORRUGATED POLYETHYLENE | | | UNDERDRAINAGE PIPE | | | 0055 606030-001 220.000 LF | 20.75000 4565.00| 70.00000 15400.00| 35.00000 7700.00 OUTLET PIPE, 8 INCH | | | 0060 615003-001 1.000 LS | 44000.00000 44000.00| 75000.00000 75000.00| 50000.00000 50000.00 FABRICATED STRUCTURAL STEEL | | | 0065 631001-001 LUMP | 13000.00000 13000.00| 22000.00000 22000.00| 11500.00000 11500.00 ELECTRICAL WORK | | | 0070 639001-001 LUMP | 2750.00000 2750.00| 10000.55000 10000.55| 20750.00000 20750.00 CONSTRUCTION LAYOUT STAKE | | | 0075 642012-001 500.000 LF | 4.00000 2000.00| 2.00000 1000.00| 5.00000 2500.00 SILT FENCE | | | SECTION TOTALS | $ 430,644.00| $ 564,021.00| $ 700,821.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 430,644.00| $ 564,021.00| $ 700,821.15 ====================================================================================================================================