WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : I-64 KANAWHA RIVER BRIDGE (CONCRETE) PROJECT(S) : U320-0064/00-049.73 0A ACEB 0642 130 000 LOCATION: OVER KANAWHA RIVER, US 60, WV 25 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 82,864,247.35 100.0000% 2 36-2231526 WALSH CONSTRUCTION COMPANY $ 104,535,000.00 126.1521% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRIAN & PAVE | | | 0005 201001-000 1.000 LS | 275000.00000 275000.00| 500000.00000 500000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 785000.00000 785000.00| 6270000.00000 6270000.00| MOBILIZATION | | | 0015 207001-001 7838.000 CY | 18.00000 141084.00| 25.00000 195950.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 909.000 CY | 65.00000 59085.00| 85.00000 77265.00| SUBGRADE | | | 0025 207033-000 5454.000 SY | 4.00000 21816.00| 3.00000 16362.00| FABRIC FOR SUBGRADE STABILIZATION | | | 0030 207034-000 6635.000 SY | 3.00000 19905.00| 3.00000 19905.00| FABRIC FOR SEPARATION | | | 0035 211001-000 18200.000 CY | 20.00000 364000.00| 20.00000 364000.00| UNCLASSIFIED BORROW EXCAVATION | | | 0040 211001-000 2682.000 CY | 20.00000 53640.00| 30.00000 80460.00| UNCLASSIFIED BORROW EXCAVATION ,BOTTOM | | | ASH | | | 0045 211002-000 1830.000 CY | 30.00000 54900.00| 35.00000 64050.00| ROCK BORROW EXCAVATION | | | 0050 240001-000 284.000 LF | 20.00000 5680.00| 10.00000 2840.00| CLEAN CULVERT | | | 0055 307001-000 120.000 CY | 70.00000 8400.00| 125.00000 15000.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0060 311006-001 632.000 CY | 140.00000 88480.00| 140.00000 88480.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 870.000 GA | 2.00000 1740.00| 2.00000 1740.00| BITUMINOUS MATERIAL | | | 0070 415005-001 28986.000 SY | 9.00000 260874.00| 5.00000 144930.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0075 502001-012 139.000 SY | 175.00000 24325.00| 200.00000 27800.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0080 601002-001 2.000 CY | 6500.00000 13000.00| 3000.00000 6000.00| CLASS B CONCRETE | | | 0085 605008-001 2.000 EA | 4000.00000 8000.00| 4000.00000 8000.00| TYPE F INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 605009-001 3.000 EA | 4000.00000 12000.00| 6000.00000 18000.00| TYPE G INLET | | | 0095 605010-001 1.000 EA | 4500.00000 4500.00| 5500.00000 5500.00| TYPE H INLET | | | 0100 605012-001 3.000 EA | 3500.00000 10500.00| 1800.00000 5400.00| ADJUST INLET TYPE, A | | | 0105 605012-001 6.000 EA | 2500.00000 15000.00| 2000.00000 12000.00| ADJUST INLET TYPE, B, MODIFIED | | | 0110 605012-001 2.000 EA | 2500.00000 5000.00| 1000.00000 2000.00| ADJUST INLET TYPE, F | | | 0115 605012-001 1.000 EA | 3000.00000 3000.00| 3000.00000 3000.00| ADJUST INLET TYPE, G | | | 0120 605012-001 3.000 EA | 3000.00000 9000.00| 1000.00000 3000.00| ADJUST INLET TYPE, H | | | 0125 605014-001 1.000 EA | 10000.00000 10000.00| 15000.00000 15000.00| MODIFIED INLET, TYPE G | | | 0130 605015-001 1.000 EA | 4000.00000 4000.00| 2000.00000 2000.00| ADJUST MANHOLE TYPE A | | | 0135 606029-001 1134.000 LF | 20.00000 22680.00| 7.00000 7938.00| FREE DRAINING BASE TRENCH | | | 0140 606030-001 102.000 LF | 30.00000 3060.00| 20.00000 2040.00| OUTLET PIPE, 6" | | | 0145 607001-001 1588.000 LF | 18.00000 28584.00| 18.00000 28584.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0150 607006-002 1.000 EA | 1250.00000 1250.00| 1250.00000 1250.00| MODIFIED THRIE BEAM GUARDRAIL BRIDGE | | | TRANSITION (EAST APPROACH) | | | 0155 607006-002 1.000 EA | 1250.00000 1250.00| 1250.00000 1250.00| MODIFIED THRIE BEAM GUARDRAIL BRIDGE | | | TRANSITION (WEST APPROACH) | | | 0160 607010-020 1019.000 LF | 0.50000 509.50| 0.50000 509.50| GUARDRAIL REMOVAL | | | 0165 607030-001 2.000 EA | 525.00000 1050.00| 500.00000 1000.00| SPECIAL TRAILING END TERMINAL | | | 0170 607066-001 3.000 EA | 1700.00000 5100.00| 1675.00000 5025.00| TANGENT END TERMINAL | | | 0175 608001-006 300.000 LF | 30.00000 9000.00| 30.00000 9000.00| 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 609001-001 56.000 SY | 75.00000 4200.00| 75.00000 4200.00| CONCRETE SIDEWALK | | | 0185 610001-003 265.000 LF | 85.00000 22525.00| 30.00000 7950.00| PLAIN CONCRETE CURBING, TYPE III | | | 0190 610003-001 100.000 LF | 75.00000 7500.00| 60.00000 6000.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0195 610006-007 99.000 LF | 200.00000 19800.00| 150.00000 14850.00| MEDIAN, TYPE VII | | | 0200 610006-100 682.000 LF | 150.00000 102300.00| 250.00000 170500.00| MODIFIED MEDIAN, TYPE VII | | | 0205 610021-001 1464.000 LF | 160.00000 234240.00| 200.00000 292800.00| SINGLE FACED BARRIER ,MODIFIED | | | 0210 633003-001 69.000 CY | 150.00000 10350.00| 100.00000 6900.00| DUMPED ROCK GUTTER | | | 0215 636007-001 20654.000 LF | 0.50000 10327.00| 0.50000 10327.00| ERADICATION OF PAVEMENT MARKING | | | 0220 636008-001 81587.000 LF | 0.10000 8158.70| 0.25000 20396.75| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0225 636009-001 17415.000 LF | 1.00000 17415.00| 1.00000 17415.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0230 636011-001 163510.000 UN | 0.75000 122632.50| 1.50000 245265.00| TRAFFIC CONTROL DEVICE | | | 0235 636012-010 11.000 EA | 150.00000 1650.00| 200.00000 2200.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0240 636013-001 1460.000 EA | 1.00000 1460.00| 2.00000 2920.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0245 636014-001 1300.000 HR | 65.00000 84500.00| 60.00000 78000.00| FLAGGER | | | 0250 636014-002 1800.000 HR | 70.00000 126000.00| 70.00000 126000.00| TRAFFIC DIRECTOR | | | 0255 636017-001 4434.000 LF | 40.00000 177360.00| 20.00000 88680.00| TEMPORARY CONCRETE BARRIER | | | 0260 636017-001 330.000 LF | 55.00000 18150.00| 80.00000 26400.00| TEMPORARY CONCRETE BARRIER MODIFIED | | | (BRIDGE BARRIER 1) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 636018-001 5389.000 LF | 10.00000 53890.00| 10.00000 53890.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0270 636021-001 190.000 DA | 15.00000 2850.00| 10.00000 1900.00| ELECTRIC ARROW | | | 0275 636022-001 2000.000 DA | 40.00000 80000.00| 50.00000 100000.00| CHANGAEBLE MESSAGE SIGN | | | 0280 636025-001 22000.000 DA | 0.65000 14300.00| 1.50000 33000.00| WARNING LIGHTS, TYPE B | | | 0285 636028-001 100.000 DA | 400.00000 40000.00| 600.00000 60000.00| SHADOW VEHICLE | | | 0290 636029-001 260.000 DA | 425.00000 110500.00| 700.00000 182000.00| ROADSIDE ASSISTANCE SERVICE | | | 0295 636030-001 800.000 DA | 25.00000 20000.00| 30.00000 24000.00| SPEED MONITORING TRAILER | | | 0300 637001-001 51.000 MG | 175.00000 8925.00| 200.00000 10200.00| WATER FOR DUST PALLIATIVE | | | 0305 638001-001 2.000 EA | 350.00000 700.00| 500.00000 1000.00| PROJECT MARKER | | | 0310 638002-001 28.000 EA | 50.00000 1400.00| 300.00000 8400.00| RIGHT OF WAY MARKER | | | 0315 638003-001 18.000 EA | 200.00000 3600.00| 300.00000 5400.00| SURVEY MARKER | | | 0320 638004-001 2.000 EA | 75.00000 150.00| 300.00000 600.00| OUTLET MARKER | | | 0325 639001-001 LUMP | 10000.00000 10000.00| 100000.00000 100000.00| CONSTRUCTION LAYOUT STAKE | | | 0330 640003-001 LUMP | 100000.00000 100000.00| 75000.00000 75000.00| BUILDING EQUIPMENT | | | 0335 642004-001 242.000 LB | 16.00000 3872.00| 15.00000 3630.00| SEED MIXTURE, TEMPORARY | | | 0340 642005-001 8.000 TN | 150.00000 1200.00| 150.00000 1200.00| MULCH, STRAW OR HAY | | | 0345 642005-002 3.000 TN | 350.00000 1050.00| 350.00000 1050.00| MULCH, WOOD CELLULOSE FIBER | | | 0350 642006-001 2.000 TN | 675.00000 1350.00| 660.00000 1320.00| FERTILIZER | | | 0355 642010-001 6.000 TN | 20.00000 120.00| 20.00000 120.00| AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0360 642012-001 5775.000 LF | 6.00000 34650.00| 4.00000 23100.00| SILT FENCE | | | 0365 651001-001 2451.000 CY | 50.00000 122550.00| 30.00000 73530.00| FURNISHING AND PLACING TOPSOIL | | | 0370 652001-001 6.000 TN | 20.00000 120.00| 20.00000 120.00| AGRICULTURAL LIMESTONE | | | 0375 652002-001 2.000 TN | 1400.00000 2800.00| 1350.00000 2700.00| FERTILIZER, 10-20-10 | | | 0380 652002-002 1.000 TN | 1400.00000 1400.00| 1350.00000 1350.00| FERTILIZER, UREA FORMALDEHYDE | | | 0385 652003-001 35.000 LB | 5.00000 175.00| 5.00000 175.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0390 652003-002 244.000 LB | 8.00000 1952.00| 8.00000 1952.00| SEED MIXTURE, D | | | 0395 652003-006 84.000 LB | 12.00000 1008.00| 12.00000 1008.00| SEED MIXTURE, WARM SEASON GRASSES | | | 0400 652004-001 8.000 TN | 200.00000 1600.00| 200.00000 1600.00| STRAW OR HAY MULCH | | | 0405 652004-002 3.000 TN | 900.00000 2700.00| 900.00000 2700.00| WOOD CELLULOSE FIBER MULCH | | | 0410 664001-004 1.000 EA | 8000.00000 8000.00| 13500.00000 13500.00| IMPACT ATTENUATING DEVICE, TYPE II | | | 0415 664001-008 10.000 EA | 5500.00000 55000.00| 4950.00000 49500.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0420 664001-009 3.000 EA | 1200.00000 3600.00| 1500.00000 4500.00| REMOVE AND RESET ATTENUATOR DEVICE | | | 0425 699000-001 4000.000 HR | 0.80000 3200.00| 0.80000 3200.00| ON JOB TRAINING | | | 0430 401001-011 AA1 5267.000 TN | 100.00000 526700.00| 99.00000 521433.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0435 401001-012 AA2 4794.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0440 401001-011 BB1 800.000 TN | 155.00000 124000.00| 150.00000 120000.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 (FOR BASE | | | FAILURE REPAIR) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0445 401001-012 BB2 728.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 (FOR BASE FAILURE | | | REPAIR) | | | 0450 401014-001 CC1 2.000 TN | 510.00000 1020.00| 500.00000 1000.00| HOT-MIX ASPHALT FOR SHOULDER REPAIR, | | | STONE OR GRAVEL, TYPE 1 | | | 0455 401014-002 CC2 1.800 TN | | | HOT-MIX ASPHALT FOR SHOULDER REPAIR, | | | SLAG, TYPE 1 | | | 0460 401014-011 DD1 30.000 TN | 150.00000 4500.00| 150.00000 4500.00| SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE 37.5 | | | 0465 401014-012 DD2 27.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE 37.5 | | | 0470 401001-011 EE1 3208.000 TN | 100.00000 320800.00| 99.00000 317592.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0475 401001-012 EE2 2919.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0480 402001-011 FF1 3407.000 TN | | 108.00000 367956.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0485 402001-012 FF2 3100.000 TN | 110.00000 341000.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0490 604002-016 GG1 334.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0495 604025-016 GG2 334.000 LF | | 100.00000 33400.00| 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0500 604076-016 GG3 334.000 LF | 125.00000 41750.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 5,351,412.70| $ 11,333,608.25| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10218 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 212001-000 7020.000 CY | 135.00000 947700.00| 125.00000 877500.00| STRUCTURE EXCAVATION | | | 0510 212002-000 4218.000 CY | 32.00000 134976.00| 100.00000 421800.00| WET EXCAVATION | | | 0515 212004-000 1.000 EA | 1500000.00000 1500000.00| 750000.00000 750000.00| COFFERDAM ,PIER 4 | | | 0520 212004-000 1.000 EA | 1350000.00000 1350000.00| 4500000.00000 4500000.00| COFFERDAM ,PIER 5 | | | 0525 212004-000 1.000 EA | 1750000.00000 1750000.00| 4765000.00000 4765000.00| COFFERDAM ,PIER 6 | | | 0530 212005-000 21.000 CY | 175.00000 3675.00| 200.00000 4200.00| SELECT MATERIAL FOR BACKFILLING | | | 0535 218006-000 1634.000 CY | 125.00000 204250.00| 100.00000 163400.00| FOUNDATION PROTECTION | | | 0540 601002-001 258.000 CY | 750.00000 193500.00| 1500.00000 387000.00| CLASS B CONCRETE | | | 0545 601002-001 4718.000 CY | 400.00000 1887200.00| 800.00000 3774400.00| CLASS B CONCRETE ,MASS CONCRETE | | | 0550 601003-001 699.000 CY | 1000.00000 699000.00| 1200.00000 838800.00| CLASS K CONCRETE | | | 0555 601014-001 LUMP | 10000.00000 10000.00| 3000.00000 3000.00| TEST SLAB | | | 0560 601019-001 372837.000 SF | 2.00000 745674.00| 3.00000 1118511.00| CONCRETE PROTECTIVE COATING | | | 0565 601025-001 938.000 CY | 1400.00000 1313200.00| 1500.00000 1407000.00| MODIFIED CONCRETE, CLASS B,5000 PSI | | | 0570 601025-001 2383.000 CY | 850.00000 2025550.00| 1000.00000 2383000.00| MODIFIED CONCRETE, CLASS B,5000 PSI, | | | MASS CONCRETE | | | 0575 601025-001 1410.000 CY | 250.00000 352500.00| 600.00000 846000.00| MODIFIED CONCRETE, CLASS C,3000 PSI | | | 0580 601025-001 18396.000 CY | 1678.00000 30868488.00| 1800.00000 33112800.00| MODIFIED CONCRETE, CLASS H,6500 PSI | | | 0585 601025-001 2344.000 CY | 800.00000 1875200.00| 1500.00000 3516000.00| MODIFIED CONCRETE, CLASS H,6500 PSI, | | | MASS CONCRETE | | | 0590 602001-001 5221635.000 LB | 1.10000 5743798.50| 2.00000 10443270.00| REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0595 602002-001 2313348.000 LB | 2.00000 4626696.00| 1.50000 3470022.00| EPOXY COATED REINFORCING STEEL BAR | | | 0600 603003-001 2038566.000 LB | 5.00000 10192830.00| 5.00000 10192830.00| POST TENSIONING STRANDS | | | 0605 603004-001 130947.000 LB | 9.00000 1178523.00| 6.00000 785682.00| POST TENSIONING BARS | | | 0610 615003-001 1.000 LS | 175000.00000 175000.00| 100000.00000 100000.00| FABRICATED STRUCTURAL STEEL | | | 0615 615028-001 14.000 EA | 100000.00000 1400000.00| 10000.00000 140000.00| GUIDED BEARING, HLMR | | | 0620 619002-001 170.000 SY | 40.00000 6800.00| 30.00000 5100.00| MEMBRANE WATERPROOFING WITHOUT | | | PROTECTION COURSE | | | 0625 625001-016 600.000 LF | 425.00000 255000.00| 1500.00000 900000.00| 48 INCH DIAMETER DRILLED CAISSONS | | | 0630 625001-024 456.000 LF | 1850.00000 843600.00| 2500.00000 1140000.00| 72 INCH DIAMETER DRILLED CAISSONS | | | 0635 625001-028 352.000 LF | 2500.00000 880000.00| 3000.00000 1056000.00| 84 INCH DIAMETER DRILLED CAISSONS | | | 0640 625003-014 136.000 LF | 1100.00000 149600.00| 2000.00000 272000.00| 42 INCH ROCK SOCKET FOUNDATION | | | 0645 625003-022 224.000 LF | 2500.00000 560000.00| 3000.00000 672000.00| 66 INCH ROCK SOCKET FOUNDATION | | | 0650 625003-026 464.000 LF | 3250.00000 1508000.00| 3500.00000 1624000.00| 78 INCH ROCK SOCKET FOUNDATION | | | 0655 625004-028 LUMP | 250000.00000 250000.00| 100000.00000 100000.00| 84 INCH DRILLED CAISSON TEST HOLE | | | 0660 625005-001 2698.000 LF | 45.00000 121410.00| 70.00000 188860.00| PREINSTALLATION CORE HOLE | | | 0665 627020-001 132.000 LF | 3000.00000 396000.00| 1200.00000 158400.00| INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0670 639001-001 LUMP | 50000.00000 50000.00| 395352.20000 395352.20| CONSTRUCTION LAYOUT STAKE | | | 0675 642050-001 2.000 EA | 5000.00000 10000.00| 10000.00000 20000.00| DEWATERING DEVICE ,PIER 4 | | | 0680 642050-001 2.000 EA | 5000.00000 10000.00| 10000.00000 20000.00| DEWATERING DEVICE ,PIER 5 | | | 0685 642050-001 2.000 EA | 5000.00000 10000.00| 10000.00000 20000.00| DEWATERING DEVICE ,PIER 6 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0690 679002-001 1167.000 CY | 745.00000 869415.00| 400.00000 466800.00| SPECIALIZED CONCRETE OVERLAY | | | SECTION TOTALS | $ 75,097,585.50| $ 91,038,727.20| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 MSE WALL 3 | | | 0695 601002-001 42.000 CY | 500.00000 21000.00| 2000.00000 84000.00| CLASS B CONCRETE | | | 0700 601003-001 15.000 CY | 1200.00000 18000.00| 1500.00000 22500.00| CLASS K CONCRETE | | | 0705 601019-001 2663.000 SF | 2.00000 5326.00| 3.00000 7989.00| CONCRETE PROTECTIVE COATING | | | 0710 602002-001 10424.000 LB | 1.00000 10424.00| 2.00000 20848.00| EPOXY COATED REINFORCING STEEL BAR | | | 0715 639001-001 LUMP | 10000.00000 10000.00| 1000.00000 1000.00| CONSTRUCTION LAYOUT STAKE | | | 0720 626002-001 HH1 2178.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0725 626002-002 HH2 2178.000 SF | 125.00000 272250.00| 65.00000 141570.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0730 626002-003 HH3 2178.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0735 626002-004 HH4 2178.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0740 626002-005 HH5 2178.000 SF | | | MSE RETAINING WALL, ARES | | | 0741 626002-006 HH6 2178.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 337,000.00| $ 277,907.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 MSE MODULAR BLOCK WALL 3A | | | 0745 218004-001 475.000 SY | 75.00000 35625.00| 100.00000 47500.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0750 601019-001 872.000 SF | 2.00000 1744.00| 3.00000 2616.00| CONCRETE PROTECTIVE COATING | | | 0755 639001-001 LUMP | 10000.00000 10000.00| 1000.00000 1000.00| CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0760 626003-101 JJ1 1990.000 SF | | 65.00000 129350.00| MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, KEYSYSTEM I | | | 0765 626003-102 JJ2 1990.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, MESA | | | 0770 626003-103 JJ3 1990.000 SF | 100.00000 199000.00| | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, LANDMARK | | | SECTION TOTALS | $ 246,369.00| $ 180,466.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SIGNING | | | 0775 203001-000 LUMP | 15000.00000 15000.00| 5000.00000 5000.00| DISMANTLING STRUCTURE | | | 0780 615003-001 1.000 LS | 25000.00000 25000.00| 18000.00000 18000.00| FABRICATED STRUCTURAL STEEL | | | 0785 657003-001 8.000 LF | 95.00000 760.00| 95.00000 760.00| TUBULAR SUPPORT, STEEL . | | | 0790 657006-001 32.000 LF | 32.00000 1024.00| 32.00000 1024.00| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0795 657006-010 37.000 LF | 45.00000 1665.00| 45.00000 1665.00| W8X18, A-441 SUPPORT, GALVANIZED | | | 0800 657010-001 309.000 LF | 7.00000 2163.00| 7.00000 2163.00| 3.00 LB CHANNEL POST | | | 0805 657012-001 35.000 LF | 10.00000 350.00| 10.00000 350.00| 4.00 LB BACK TO BACK CHANNEL POST | | | 0810 657017-001 3.000 CY | 1000.00000 3000.00| 1000.00000 3000.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0815 657018-001 34.000 EA | 25.00000 850.00| 25.00000 850.00| POST REMOVAL | | | 0820 658001-001 50.000 CY | 1000.00000 50000.00| 1200.00000 60000.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0825 658003-001 1.000 EA | 35000.00000 35000.00| 34000.00000 34000.00| OVERHEAD SIGN, GALVANIZED STEEL ,14 | | | 0830 658003-001 1.000 EA | 35000.00000 35000.00| 33500.00000 33500.00| OVERHEAD SIGN, GALVANIZED STEEL ,15 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0835 658003-001 1.000 EA | 35000.00000 35000.00| 33000.00000 33000.00| OVERHEAD SIGN, GALVANIZED STEEL ,19 | | | 0840 659001-001 LUMP | 6500.00000 6500.00| 4000.00000 4000.00| SIGN LIGHTING, TYPE 3 ,14 | | | 0845 659001-001 LUMP | 6500.00000 6500.00| 4000.00000 4000.00| SIGN LIGHTING, TYPE 3 ,15 | | | 0850 659001-001 LUMP | 6500.00000 6500.00| 7000.00000 7000.00| SIGN LIGHTING, TYPE 3 ,17 | | | 0855 659001-001 LUMP | 7000.00000 7000.00| 8500.00000 8500.00| SIGN LIGHTING, TYPE 3 ,19 | | | 0860 661001-001 218.000 SF | 18.00000 3924.00| 17.00000 3706.00| 0.080 IN FLAT SHEET SIGN | | | 0865 661002-001 1710.000 SF | 20.00000 34200.00| 20.00000 34200.00| EXTRUDED PANEL SIGN | | | 0870 661013-001 14.000 EA | 35.00000 490.00| 40.00000 560.00| PLASTIC DELINEATOR POST, WHITE | | | 0875 661013-001 8.000 EA | 35.00000 280.00| 50.00000 400.00| PLASTIC DELINEATOR POST, YELLOW | | | 0880 661020-001 62.000 EA | 9.00000 558.00| 30.00000 1860.00| DELINEATOR, TYPE B-1 | | | SECTION TOTALS | $ 270,764.00| $ 257,538.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 PAVEMENT MARKINGS | | | 0885 663001-019 7947.000 LF | 0.35000 2781.45| 0.15000 1192.05| EDGE LINE, TYPE IX ,WHITE | | | 0890 663001-019 11801.000 LF | 0.35000 4130.35| 0.15000 1770.15| EDGE LINE, TYPE IX ,YELLOW | | | 0895 663002-019 5831.000 LF | 0.35000 2040.85| 0.15000 874.65| LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | 0900 663004-018 1309.000 LF | 0.50000 654.50| 0.30000 392.70| CHANNELIZING LINE, TYPE IX ,8" | | | 0905 663007-010 184.000 LF | 13.00000 2392.00| 10.00000 1840.00| STRIPE, TYPE V ,WHITE,24" | | | 0910 663012-208 332.000 EA | 24.00000 7968.00| 19.00000 6308.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 19,967.15| $ 12,377.55| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 COMUTER SYSTEM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0915 640004-001 LUMP | 10000.00000 10000.00| 3000.00000 3000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| $ 3,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 LIGHTING | | | 0920 636026-001 LUMP | 6500.00000 6500.00| 25000.00000 25000.00| TEMPORARY LIGHTING | | | 0925 662002-001 LUMP | 245000.00000 245000.00| 350000.00000 350000.00| GALVANIZED STEEL CONDUIT ,2B | | | 0930 662006-001 32.000 EA | 1000.00000 32000.00| 1000.00000 32000.00| JUNCTION BOX, TYPE A, MODIFIED | | | 0935 662006-001 19.000 EA | 1100.00000 20900.00| 1400.00000 26600.00| JUNCTION BOX, TYPE H | | | 0940 662007-001 4.000 EA | 500.00000 2000.00| 600.00000 2400.00| LUMINAIRE, 250W, MV | | | 0945 662007-001 28.000 EA | 700.00000 19600.00| 900.00000 25200.00| LUMINAIRE, 400W, HPS | | | 0950 662008-001 1.000 LS | 250000.00000 250000.00| 150000.00000 150000.00| CABLE, 2B | | | 0955 662010-001 4.000 EA | 4500.00000 18000.00| 4000.00000 16000.00| LIGHTING SUPPORT, TYPE I, (40-10) | | | 0960 662010-001 2.000 EA | 4000.00000 8000.00| 4000.00000 8000.00| LIGHTING SUPPORT, TYPE I, (40-14) | | | 0965 662010-002 20.000 EA | 2200.00000 44000.00| 3000.00000 60000.00| LIGHTING SUPPORT, TYPE II, (40-8) | | | 0970 662013-001 LUMP | 25000.00000 25000.00| 14000.00000 14000.00| SERVICE AND CONTROL STATION, 2B | | | 0975 662014-001 LUMP | 325000.00000 325000.00| 250000.00000 250000.00| INCIDENTAL ELECTRICAL WORK ,03, | | | MAINTENANCE/INSPECTION LIGHTS | | | 0980 662014-001 LUMP | 1100.00000 1100.00| 3000.00000 3000.00| INCIDENTAL ELECTRICAL WORK ,2B, CONTROL | | | STATION 2B | | | 0985 662015-001 1.000 LS | 100.00000 100.00| 2000.00000 2000.00| ELECTRICAL TEST, 02 | | | 0990 662015-001 1.000 LS | 100.00000 100.00| 3000.00000 3000.00| ELECTRICAL TEST, 03, | | | MAINTENANCE/INSPECTION LIGHTS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0995 662015-001 1.000 LS | 100.00000 100.00| 3000.00000 3000.00| ELECTRICAL TEST, 04, NAVIGATIONAL LIGHT | | | 1000 662015-001 1.000 LS | 100.00000 100.00| 3000.00000 3000.00| ELECTRICAL TEST, 2B | | | 1005 662016-001 LUMP | 2800.00000 2800.00| 9000.00000 9000.00| SYSTEM MODIFICATION ,02 | | | 1010 662020-001 1.000 LS | 60000.00000 60000.00| 25000.00000 25000.00| NAVIGATION LIGHTING SYSTEM, . | | | SECTION TOTALS | $ 1,060,300.00| $ 1,007,200.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 EXISTING BRDIGE MODIFICATIONS | | | 1015 203001-000 LUMP | 130000.00000 130000.00| 50000.00000 50000.00| DISMANTLING STRUCTURE | | | 1020 212005-000 5.000 CY | 300.00000 1500.00| 200.00000 1000.00| SELECT MATERIAL FOR BACKFILLING | | | 1025 218005-000 11.000 SY | 200.00000 2200.00| 250.00000 2750.00| CONCRETE SLOPE PROTECTION | | | 1030 601002-001 4.000 CY | 3000.00000 12000.00| 2000.00000 8000.00| CLASS B CONCRETE | | | 1035 601003-001 41.000 CY | 2500.00000 102500.00| 1750.00000 71750.00| CLASS K CONCRETE | | | 1040 602002-001 11402.000 LB | 2.00000 22804.00| 2.00000 22804.00| EPOXY COATED REINFORCING STEEL BAR | | | 1045 615001-001 1.000 LS | 50000.00000 50000.00| 40000.00000 40000.00| STEEL SUPERSTRUCTURE | | | 1050 616018-001 4.000 EA | 1500.00000 6000.00| 2500.00000 10000.00| PILE EXTRACTION, . | | | SECTION TOTALS | $ 327,004.00| $ 206,304.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 WEST WALLS COMPETION | | | 1055 218004-001 469.000 SY | 75.00000 35175.00| 100.00000 46900.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1060 601003-001 51.000 CY | 1100.00000 56100.00| 2000.00000 102000.00| CLASS K CONCRETE | | | 1065 601019-001 16402.000 SF | 2.00000 32804.00| 3.00000 49206.00| CONCRETE PROTECTIVE COATING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0112403 COUNTIES : KANAWHA LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 36-2231526 |( ) |BRAYMAN CONSTRUCTION CORPORA |WALSH CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1070 602002-001 9883.000 LB | 2.00000 19766.00| 2.00000 19766.00| EPOXY COATED REINFORCING STEEL BAR | | | SECTION TOTALS | $ 143,845.00| $ 217,872.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 82,864,247.35| $ 104,535,000.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : JOES RUN TRUSS BRIDGE PROJECT(S) : S311-0034/00-003.58 00 LOCATION: JOES RUN ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0609442 MEC CONSTRUCTION, INC. $ 1,046,751.64 100.0000% 2 55-0663428 MEADOWS STONE & PAVING, INC. $ 1,053,019.56 100.5988% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,093,078.00 104.4257% 4 34-1199322 VELOTTA COMPANY, THE $ 1,146,788.29 109.5569% 5 55-0417282 TURMAN CONSTRUCTION CO. $ 1,155,797.88 110.4176% 6 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,166,144.05 111.4060% 7 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,336,498.90 127.6806% 8 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 1,450,062.59 138.5298% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 1 ) 55-0609442 |( 2 ) 55-0663428 |( 3 ) 62-1345425 |MEC CONSTRUCTION, INC. |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION COMPANY, I 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 | 82320.00000 82320.00| 52815.00000 52815.00| 99000.00000 99000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 32775.00000 32775.00| 19000.00000 19000.00| 30000.00000 30000.00 MOBILIZATION | | | 0015 207001-001 3327.000 CY | 22.80000 75855.60| 19.83000 65974.41| 20.00000 66540.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 355.000 CY | 72.00000 25560.00| 57.75000 20501.25| 44.00000 15620.00 SUBGRADE | | | 0025 207034-000 2300.000 SY | 1.20000 2760.00| 1.25000 2875.00| 1.50000 3450.00 FABRIC FOR SEPARATION | | | 0030 211001-000 2376.000 CY | 22.80000 54172.80| 25.87000 61467.12| 22.00000 52272.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 328.500 CY | 70.00000 22995.00| 57.75000 18970.88| 44.00000 14454.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307005-001 111.500 TN | 41.50000 4627.25| 28.50000 3177.75| 26.00000 2899.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 408002-001 258.000 GA | 1.11000 286.38| 2.00000 516.00| 1.50000 387.00 BITUMINOUS MATERIAL | | | 0050 502001-012 108.000 SY | 172.00000 18576.00| 208.00000 22464.00| 140.00000 15120.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 607001-001 706.250 LF | 12.00000 8475.00| 10.75000 7592.19| 12.00000 8475.00 TYPE 1 GUARDRAIL, CLASS II | | | 0060 607006-001 4.000 EA | 1115.00000 4460.00| 1000.00000 4000.00| 1300.00000 5200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0065 636011-001 4920.000 UN | 1.13000 5559.60| 0.75000 3690.00| 1.00000 4920.00 TRAFFIC CONTROL DEVICE | | | 0070 636012-010 1.000 EA | 56.00000 56.00| 250.00000 250.00| 1.00000 1.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0075 636013-001 50.000 EA | 3.50000 175.00| 3.00000 150.00| 0.02000 1.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0080 636014-001 200.000 HR | 58.00000 11600.00| 70.00000 14000.00| 55.00000 11000.00 FLAGGER | | | 0085 636025-001 1440.000 DA | 1.34000 1929.60| 1.00000 1440.00| 2.00000 2880.00 WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 1 ) 55-0609442 |( 2 ) 55-0663428 |( 3 ) 62-1345425 |MEC CONSTRUCTION, INC. |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 637001-001 6.000 MG | 56.00000 336.00| 75.00000 450.00| 25.00000 150.00 WATER FOR DUST PALLIATIVE | | | 0095 638002-001 11.000 EA | 74.00000 814.00| 75.00000 825.00| 100.00000 1100.00 RIGHT OF WAY MARKER | | | 0100 638004-001 1.000 EA | 200.00000 200.00| 100.00000 100.00| 250.00000 250.00 OUTLET MARKER | | | 0105 639001-001 LUMP | 6750.00000 6750.00| 10000.00000 10000.00| 68800.00000 68800.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP | 1500.00000 1500.00| 5000.00000 5000.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0115 640006-001 8.000 MO | 715.00000 5720.00| 800.00000 6400.00| 850.00000 6800.00 SMALL FIELD OFFICE | | | 0120 642004-002 86.000 LB | 13.50000 1161.00| 12.00000 1032.00| 860.00000 73960.00 SEED MIXTURE, B | | | 0125 642005-001 1.650 TN | 1115.00000 1839.75| 1000.00000 1650.00| 990.00000 1633.50 MULCH, STRAW OR HAY | | | 0130 642012-001 1300.000 LF | 2.45000 3185.00| 3.00000 3900.00| 2.00000 2600.00 SILT FENCE | | | 0135 642031-001 3.000 EA | 60.00000 180.00| 75.00000 225.00| 50.00000 150.00 DITCH CHECK | | | 0140 642033-001 25.000 CY | 14.50000 362.50| 20.00000 500.00| 15.00000 375.00 SEDIMENT TRAP | | | 0145 652001-001 1.000 TN | 22.00000 22.00| 20.00000 20.00| 100.00000 100.00 AGRICULTURAL LIMESTONE | | | 0150 652002-001 0.900 TN | 1340.00000 1206.00| 1200.00000 1080.00| 700.00000 630.00 FERTILIZER, 10-20-10 | | | 0155 652003-001 175.000 LB | 11.00000 1925.00| 10.00000 1750.00| 10.00000 1750.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0160 652004-001 1.400 TN | 167.00000 233.80| 150.00000 210.00| 600.00000 840.00 STRAW OR HAY MULCH | | | 0165 652004-002 0.600 TN | 510.00000 306.00| 450.00000 270.00| 3000.00000 1800.00 WOOD CELLULOSE FIBER MULCH | | | 0170 663001-005 1.000 MI | 835.00000 835.00| 550.00000 550.00| 600.00000 600.00 EDGE LINE, TYPE II WHITE | | | 0175 663002-004 0.500 MI | 835.00000 417.50| 550.00000 275.00| 600.00000 300.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0180 401001-001 AA1 244.000 TN | 74.65000 18214.60| 80.00000 19520.00| 70.00000 17080.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 1 ) 55-0609442 |( 2 ) 55-0663428 |( 3 ) 62-1345425 |MEC CONSTRUCTION, INC. |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-002 AA2 232.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0190 401002-001 BB1 176.000 TN | 91.35000 16077.60| 100.00000 17600.00| 85.00000 14960.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0195 401002-002 BB2 167.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0200 604076-016 CC1 49.000 LF | 51.00000 2499.00| 70.00000 3430.00| 68.00000 3332.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0205 604009-016 CC1 2.000 EA | 330.00000 660.00| 300.00000 600.00| 300.00000 600.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0210 604037-016 CC2 49.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0215 604038-016 CC2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | SECTION TOTALS | $ 416,627.98| $ 374,270.60| $ 532,529.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0220 203001-000 LUMP | 21150.00000 21150.00| 30000.00000 30000.00| 25000.00000 25000.00 DISMANTLING STRUCTURE | | | 0225 211002-000 512.000 CY | 0.01000 5.12| 36.50000 18688.00| 24.00000 12288.00 ROCK BORROW EXCAVATION | | | 0230 212001-000 36.000 CY | 70.00000 2520.00| 30.00000 1080.00| 60.00000 2160.00 STRUCTURE EXCAVATION | | | 0235 212002-000 107.000 CY | 183.00000 19581.00| 268.00000 28676.00| 107.00000 11449.00 WET EXCAVATION | | | 0240 212005-000 28.000 CY | 148.50000 4158.00| 100.00000 2800.00| 80.00000 2240.00 SELECT MATERIAL FOR BACKFILLING | | | 0245 601002-001 115.000 CY | 740.00000 85100.00| 577.00000 66355.00| 525.00000 60375.00 CLASS B CONCRETE | | | 0250 601003-001 190.000 CY | 960.00000 182400.00| 839.00000 159410.00| 820.00000 155800.00 CLASS K CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 1 ) 55-0609442 |( 2 ) 55-0663428 |( 3 ) 62-1345425 |MEC CONSTRUCTION, INC. |MEADOWS STONE & PAVING, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 602001-001 12548.000 LB | 1.12000 14053.76| 1.17000 14681.16| 1.00000 12548.00 REINFORCING STEEL BAR | | | 0260 602002-001 44466.000 LB | 1.24000 55137.84| 1.30000 57805.80| 1.10000 48912.60 EPOXY COATED REINFORCING STEEL BAR | | | 0265 615001-001 114774.000 LS | 228200.00000 228200.00| 214715.00000 214715.00| 200000.00000 200000.00 STEEL SUPERSTRUCTURE | | | 0270 616005-003 336.000 LF | 0.01000 3.36| 86.50000 29064.00| 0.01000 3.36 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0275 616005-018 158.000 LF | 0.01000 1.58| 105.50000 16669.00| 0.01000 1.58 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0280 639001-001 LUMP | 7500.00000 7500.00| 25000.00000 25000.00| 20000.96000 20000.96 CONSTRUCTION LAYOUT STAKE | | | 0285 642050-001 1.000 EA | 375.00000 375.00| 600.00000 600.00| 800.00000 800.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 620,185.66| $ 665,543.96| $ 551,578.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE | | | 0290 639001-001 LUMP | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKE | | | 0295 670010-340 121.000 LF | 78.00000 9438.00| 105.00000 12705.00| 70.00000 8470.00 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875 | | | SECTION TOTALS | $ 9,938.00| $ 13,205.00| $ 8,970.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,046,751.64| $ 1,053,019.56| $ 1,093,078.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0417282 |( 6 ) 55-0710073 |VELOTTA COMPANY, THE |TURMAN CONSTRUCTION CO. |TEAYS RIVER CONSTRUCTION COMP 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 | 75000.00000 75000.00| 103650.00000 103650.00| 162500.00000 162500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 36000.00000 36000.00| 32400.00000 32400.00| 30000.00000 30000.00 MOBILIZATION | | | 0015 207001-001 3327.000 CY | 28.00000 93156.00| 25.50000 84838.50| 18.00000 59886.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 355.000 CY | 87.00000 30885.00| 50.65000 17980.75| 58.00000 20590.00 SUBGRADE | | | 0025 207034-000 2300.000 SY | 2.00000 4600.00| 3.00000 6900.00| 1.65000 3795.00 FABRIC FOR SEPARATION | | | 0030 211001-000 2376.000 CY | 16.00000 38016.00| 30.22000 71802.72| 18.00000 42768.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 328.500 CY | 90.00000 29565.00| 57.00000 18724.50| 75.00000 24637.50 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307005-001 111.500 TN | 45.00000 5017.50| 50.00000 5575.00| 40.00000 4460.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 408002-001 258.000 GA | 5.00000 1290.00| 10.00000 2580.00| 1.00000 258.00 BITUMINOUS MATERIAL | | | 0050 502001-012 108.000 SY | 165.00000 17820.00| 180.00000 19440.00| 220.00000 23760.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 607001-001 706.250 LF | 10.75000 7592.19| 12.11000 8552.69| 13.00000 9181.25 TYPE 1 GUARDRAIL, CLASS II | | | 0060 607006-001 4.000 EA | 1000.00000 4000.00| 1187.50000 4750.00| 1200.00000 4800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0065 636011-001 4920.000 UN | 0.65000 3198.00| 0.98000 4821.60| 0.65000 3198.00 TRAFFIC CONTROL DEVICE | | | 0070 636012-010 1.000 EA | 50.00000 50.00| 400.00000 400.00| 50.00000 50.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0075 636013-001 50.000 EA | 1.00000 50.00| 4.00000 200.00| 1.00000 50.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0080 636014-001 200.000 HR | 55.00000 11000.00| 45.00000 9000.00| 48.00000 9600.00 FLAGGER | | | 0085 636025-001 1440.000 DA | 0.25000 360.00| 1.25000 1800.00| 0.25000 360.00 WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0417282 |( 6 ) 55-0710073 |VELOTTA COMPANY, THE |TURMAN CONSTRUCTION CO. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 637001-001 6.000 MG | 1.00000 6.00| 100.00000 600.00| 50.00000 300.00 WATER FOR DUST PALLIATIVE | | | 0095 638002-001 11.000 EA | 100.00000 1100.00| 125.00000 1375.00| 50.00000 550.00 RIGHT OF WAY MARKER | | | 0100 638004-001 1.000 EA | 90.00000 90.00| 250.00000 250.00| 100.00000 100.00 OUTLET MARKER | | | 0105 639001-001 LUMP | 7500.00000 7500.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP | 2000.00000 2000.00| 4000.00000 4000.00| 500.00000 500.00 BUILDING EQUIPMENT | | | 0115 640006-001 8.000 MO | 2000.00000 16000.00| 1250.00000 10000.00| 1300.00000 10400.00 SMALL FIELD OFFICE | | | 0120 642004-002 86.000 LB | 12.00000 1032.00| 12.21000 1050.06| 14.00000 1204.00 SEED MIXTURE, B | | | 0125 642005-001 1.650 TN | 1000.00000 1650.00| 1090.00000 1798.50| 1200.00000 1980.00 MULCH, STRAW OR HAY | | | 0130 642012-001 1300.000 LF | 3.50000 4550.00| 3.00000 3900.00| 3.00000 3900.00 SILT FENCE | | | 0135 642031-001 3.000 EA | 100.00000 300.00| 200.00000 600.00| 100.00000 300.00 DITCH CHECK | | | 0140 642033-001 25.000 CY | 15.00000 375.00| 100.00000 2500.00| 10.00000 250.00 SEDIMENT TRAP | | | 0145 652001-001 1.000 TN | 20.00000 20.00| 200.00000 200.00| 24.00000 24.00 AGRICULTURAL LIMESTONE | | | 0150 652002-001 0.900 TN | 1200.00000 1080.00| 1222.22000 1100.00| 1400.00000 1260.00 FERTILIZER, 10-20-10 | | | 0155 652003-001 175.000 LB | 10.00000 1750.00| 10.86000 1900.50| 12.00000 2100.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0160 652004-001 1.400 TN | 150.00000 210.00| 357.14000 500.00| 180.00000 252.00 STRAW OR HAY MULCH | | | 0165 652004-002 0.600 TN | 450.00000 270.00| 516.67000 310.00| 500.00000 300.00 WOOD CELLULOSE FIBER MULCH | | | 0170 663001-005 1.000 MI | 1000.00000 1000.00| 800.00000 800.00| 1200.00000 1200.00 EDGE LINE, TYPE II WHITE | | | 0175 663002-004 0.500 MI | 1000.00000 500.00| 800.00000 400.00| 1200.00000 600.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0180 401001-001 AA1 244.000 TN | 100.00000 24400.00| 150.00000 36600.00| 80.00000 19520.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0417282 |( 6 ) 55-0710073 |VELOTTA COMPANY, THE |TURMAN CONSTRUCTION CO. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-002 AA2 232.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0190 401002-001 BB1 176.000 TN | 125.00000 22000.00| 150.00000 26400.00| 100.00000 17600.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0195 401002-002 BB2 167.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0200 604076-016 CC1 49.000 LF | 65.00000 3185.00| 68.00000 3332.00| 57.00000 2793.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0205 604009-016 CC1 2.000 EA | 300.00000 600.00| 275.00000 550.00| 450.00000 900.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0210 604037-016 CC2 49.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0215 604038-016 CC2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | SECTION TOTALS | $ 447,217.69| $ 496,581.82| $ 470,926.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0220 203001-000 LUMP | 20000.00000 20000.00| 10000.00000 10000.00| 20000.00000 20000.00 DISMANTLING STRUCTURE | | | 0225 211002-000 512.000 CY | 35.00000 17920.00| 57.33000 29352.96| 12.00000 6144.00 ROCK BORROW EXCAVATION | | | 0230 212001-000 36.000 CY | 75.00000 2700.00| 104.17000 3750.12| 18.00000 648.00 STRUCTURE EXCAVATION | | | 0235 212002-000 107.000 CY | 360.00000 38520.00| 348.00000 37236.00| 200.00000 21400.00 WET EXCAVATION | | | 0240 212005-000 28.000 CY | 140.00000 3920.00| 150.00000 4200.00| 130.00000 3640.00 SELECT MATERIAL FOR BACKFILLING | | | 0245 601002-001 115.000 CY | 1000.00000 115000.00| 952.00000 109480.00| 750.00000 86250.00 CLASS B CONCRETE | | | 0250 601003-001 190.000 CY | 775.00000 147250.00| 872.00000 165680.00| 1000.00000 190000.00 CLASS K CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0417282 |( 6 ) 55-0710073 |VELOTTA COMPANY, THE |TURMAN CONSTRUCTION CO. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 602001-001 12548.000 LB | 1.00000 12548.00| 0.91000 11418.68| 1.10000 13802.80 REINFORCING STEEL BAR | | | 0260 602002-001 44466.000 LB | 1.10000 48912.60| 0.91000 40464.06| 1.25000 55582.50 EPOXY COATED REINFORCING STEEL BAR | | | 0265 615001-001 114774.000 LS | 202000.00000 202000.00| 171000.00000 171000.00| 245000.00000 245000.00 STEEL SUPERSTRUCTURE | | | 0270 616005-003 336.000 LF | 125.00000 42000.00| 65.34000 21954.24| 50.00000 16800.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0275 616005-018 158.000 LF | 175.00000 27650.00| 85.00000 13430.00| 75.00000 11850.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0280 639001-001 LUMP | 8000.00000 8000.00| 15000.00000 15000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0285 642050-001 1.000 EA | 300.00000 300.00| 550.00000 550.00| 2000.00000 2000.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 686,720.60| $ 633,516.06| $ 678,117.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE | | | 0290 639001-001 LUMP | 750.00000 750.00| 1500.00000 1500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0295 670010-340 121.000 LF | 100.00000 12100.00| 200.00000 24200.00| 100.00000 12100.00 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875 | | | SECTION TOTALS | $ 12,850.00| $ 25,700.00| $ 17,100.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,146,788.29| $ 1,155,797.88| $ 1,166,144.05 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 7 ) 55-0487806 |( 8 ) 55-0778477 |( ) |ORDERS CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING, I | 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 | 93000.00000 93000.00| 35000.00000 35000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 40000.00000 40000.00| 45000.00000 45000.00| MOBILIZATION | | | 0015 207001-001 3327.000 CY | 30.00000 99810.00| 27.00000 89829.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 355.000 CY | 78.00000 27690.00| 63.00000 22365.00| SUBGRADE | | | 0025 207034-000 2300.000 SY | 1.70000 3910.00| 1.30000 2990.00| FABRIC FOR SEPARATION | | | 0030 211001-000 2376.000 CY | 26.00000 61776.00| 27.00000 64152.00| UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 328.500 CY | 83.00000 27265.50| 63.00000 20695.50| AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307005-001 111.500 TN | 66.00000 7359.00| 67.00000 7470.50| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 408002-001 258.000 GA | 2.80000 722.40| 1.00000 258.00| BITUMINOUS MATERIAL | | | 0050 502001-012 108.000 SY | 260.00000 28080.00| 220.00000 23760.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 607001-001 706.250 LF | 12.00000 8475.00| 13.00000 9181.25| TYPE 1 GUARDRAIL, CLASS II | | | 0060 607006-001 4.000 EA | 1100.00000 4400.00| 1200.00000 4800.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0065 636011-001 4920.000 UN | 0.86000 4231.20| 1.00000 4920.00| TRAFFIC CONTROL DEVICE | | | 0070 636012-010 1.000 EA | 66.00000 66.00| 0.01000 0.01| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0075 636013-001 50.000 EA | 1.30000 65.00| 0.01000 0.50| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0080 636014-001 200.000 HR | 70.00000 14000.00| 65.00000 13000.00| FLAGGER | | | 0085 636025-001 1440.000 DA | 0.33000 475.20| 1.50000 2160.00| WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 7 ) 55-0487806 |( 8 ) 55-0778477 |( ) |ORDERS CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 637001-001 6.000 MG | 160.00000 960.00| 0.01000 0.06| WATER FOR DUST PALLIATIVE | | | 0095 638002-001 11.000 EA | 60.00000 660.00| 75.00000 825.00| RIGHT OF WAY MARKER | | | 0100 638004-001 1.000 EA | 380.00000 380.00| 250.00000 250.00| OUTLET MARKER | | | 0105 639001-001 LUMP | 7800.00000 7800.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP | 720.00000 720.00| 5000.00000 5000.00| BUILDING EQUIPMENT | | | 0115 640006-001 8.000 MO | 2000.00000 16000.00| 1200.00000 9600.00| SMALL FIELD OFFICE | | | 0120 642004-002 86.000 LB | 13.00000 1118.00| 0.01000 0.86| SEED MIXTURE, B | | | 0125 642005-001 1.650 TN | 1100.00000 1815.00| 1.00000 1.65| MULCH, STRAW OR HAY | | | 0130 642012-001 1300.000 LF | 4.00000 5200.00| 3.00000 3900.00| SILT FENCE | | | 0135 642031-001 3.000 EA | 150.00000 450.00| 200.00000 600.00| DITCH CHECK | | | 0140 642033-001 25.000 CY | 25.00000 625.00| 30.00000 750.00| SEDIMENT TRAP | | | 0145 652001-001 1.000 TN | 22.00000 22.00| 0.01000 0.01| AGRICULTURAL LIMESTONE | | | 0150 652002-001 0.900 TN | 1300.00000 1170.00| 1.00000 0.90| FERTILIZER, 10-20-10 | | | 0155 652003-001 175.000 LB | 11.00000 1925.00| 0.01000 1.75| SEED MIXTURES, B, C-1, OR C-2 | | | 0160 652004-001 1.400 TN | 170.00000 238.00| 1.00000 1.40| STRAW OR HAY MULCH | | | 0165 652004-002 0.600 TN | 500.00000 300.00| 1.00000 0.60| WOOD CELLULOSE FIBER MULCH | | | 0170 663001-005 1.000 MI | 1300.00000 1300.00| 1000.00000 1000.00| EDGE LINE, TYPE II WHITE | | | 0175 663002-004 0.500 MI | 1300.00000 650.00| 800.00000 400.00| LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0180 401001-001 AA1 244.000 TN | 100.00000 24400.00| 82.00000 20008.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 7 ) 55-0487806 |( 8 ) 55-0778477 |( ) |ORDERS CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-002 AA2 232.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0190 401002-001 BB1 176.000 TN | 110.00000 19360.00| 100.00000 17600.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0195 401002-002 BB2 167.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0200 604076-016 CC1 49.000 LF | 78.00000 3822.00| 80.00000 3920.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0205 604009-016 CC1 2.000 EA | 360.00000 720.00| 350.00000 700.00| 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0210 604037-016 CC2 49.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0215 604038-016 CC2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | SECTION TOTALS | $ 510,960.30| $ 425,141.99| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0220 203001-000 LUMP | 32000.00000 32000.00| 40000.00000 40000.00| DISMANTLING STRUCTURE | | | 0225 211002-000 512.000 CY | 65.00000 33280.00| 45.00000 23040.00| ROCK BORROW EXCAVATION | | | 0230 212001-000 36.000 CY | 130.00000 4680.00| 50.00000 1800.00| STRUCTURE EXCAVATION | | | 0235 212002-000 107.000 CY | 130.00000 13910.00| 200.00000 21400.00| WET EXCAVATION | | | 0240 212005-000 28.000 CY | 150.00000 4200.00| 133.00000 3724.00| SELECT MATERIAL FOR BACKFILLING | | | 0245 601002-001 115.000 CY | 900.00000 103500.00| 1280.00000 147200.00| CLASS B CONCRETE | | | 0250 601003-001 190.000 CY | 1000.00000 190000.00| 1500.00000 285000.00| CLASS K CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9812725 COUNTIES : GILMER LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |( 7 ) 55-0487806 |( 8 ) 55-0778477 |( ) |ORDERS CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 602001-001 12548.000 LB | 1.10000 13802.80| 1.20000 15057.60| REINFORCING STEEL BAR | | | 0260 602002-001 44466.000 LB | 1.30000 57805.80| 1.50000 66699.00| EPOXY COATED REINFORCING STEEL BAR | | | 0265 615001-001 114774.000 LS | 250000.00000 250000.00| 340000.00000 340000.00| STEEL SUPERSTRUCTURE | | | 0270 616005-003 336.000 LF | 110.00000 36960.00| 100.00000 33600.00| HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0275 616005-018 158.000 LF | 220.00000 34760.00| 100.00000 15800.00| HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0280 639001-001 LUMP | 6200.00000 6200.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKE | | | 0285 642050-001 1.000 EA | 1700.00000 1700.00| 500.00000 500.00| DEWATERING DEVICE | | | SECTION TOTALS | $ 782,798.60| $ 1,008,820.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE | | | 0290 639001-001 LUMP | 1600.00000 1600.00| 4000.00000 4000.00| CONSTRUCTION LAYOUT STAKE | | | 0295 670010-340 121.000 LF | 340.00000 41140.00| 100.00000 12100.00| 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875 | | | SECTION TOTALS | $ 42,740.00| $ 16,100.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,336,498.90| $ 1,450,062.59| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0620103 COUNTIES : POCAHONTAS LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : MARLINTON TO BUCKEYE ROAD PROJECT(S) : S338-0219/00-017.46 00 LOCATION: 0.33 MI N CO 219/7 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 77,960.00 100.0000% 2 20-3991479 BBR DRILLING COMPANY INC. $ 79,490.00 101.9625% 3 38-3667285 MCCOY CONSTRUCTION COMPANY $ 93,135.00 119.4651% 4 34-1274453 BRUCE A. BALCAR DBA B. K. MINING & CONSTRUCTION CO. $ 101,635.00 130.3681% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0620103 COUNTIES : POCAHONTAS LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 20-3991479 |( 3 ) 38-3667285 |BILCO CONSTRUCTION COMPANY, |BBR DRILLING COMPANY, INC. |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORR SLIDE(PILING) | | | 0005 204001-000 LUMP | 7240.00000 7240.00| 3000.00000 3000.00| 10000.00000 10000.00 MOBILIZATION | | | 0010 217001-000 25.000 CY | 32.00000 800.00| 80.00000 2000.00| 100.00000 2500.00 SPECIAL ROCK FILL | | | 0015 607009-001 125.000 LF | 10.00000 1250.00| 10.00000 1250.00| 15.00000 1875.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0020 614001-003 570.000 LF | 50.00000 28500.00| 77.00000 43890.00| 68.00000 38760.00 HP10X42 STEEL PILE | | | 0025 614003-001 780.000 SF | 6.50000 5070.00| 12.00000 9360.00| 15.00000 11700.00 CONCRETE LAGGING, THICKNESS 6" | | | 0030 636011-001 2820.000 UN | 1.00000 2820.00| 0.50000 1410.00| 1.50000 4230.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 400.000 HR | 15.00000 6000.00| 40.00000 16000.00| 48.00000 19200.00 FLAGGER | | | 0040 636025-001 280.000 DA | 1.00000 280.00| 1.00000 280.00| 1.50000 420.00 WARNING LIGHTS, TYPE C | | | 0045 639001-001 LUMP | 25000.00000 25000.00| 1000.00000 1000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0050 642012-001 150.000 LF | 2.00000 300.00| 2.00000 300.00| 3.00000 450.00 SILT FENCE | | | 0055 307005-001 AA1 20.000 TN | 35.00000 700.00| 50.00000 1000.00| 100.00000 2000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0060 307005-002 AA2 18.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 77,960.00| $ 79,490.00| $ 93,135.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 77,960.00| $ 79,490.00| $ 93,135.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0620103 COUNTIES : POCAHONTAS LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1274453 |( ) |( ) |B. K. MINING & CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORR SLIDE(PILING) | | | 0005 204001-000 LUMP | 12000.00000 12000.00| | MOBILIZATION | | | 0010 217001-000 25.000 CY | 75.00000 1875.00| | SPECIAL ROCK FILL | | | 0015 607009-001 125.000 LF | 28.00000 3500.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0020 614001-003 570.000 LF | 70.00000 39900.00| | HP10X42 STEEL PILE | | | 0025 614003-001 780.000 SF | 14.00000 10920.00| | CONCRETE LAGGING, THICKNESS 6" | | | 0030 636011-001 2820.000 UN | 1.50000 4230.00| | TRAFFIC CONTROL DEVICE | | | 0035 636014-001 400.000 HR | 40.00000 16000.00| | FLAGGER | | | 0040 636025-001 280.000 DA | 2.00000 560.00| | WARNING LIGHTS, TYPE C | | | 0045 639001-001 LUMP | 2500.00000 2500.00| | CONSTRUCTION LAYOUT STAKE | | | 0050 642012-001 150.000 LF | 1.00000 150.00| | SILT FENCE | | | 0055 307005-001 AA1 20.000 TN | 500.00000 10000.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0060 307005-002 AA2 18.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 101,635.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 101,635.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0610906 COUNTIES : RALEIGH LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : AMEAGLE CHURCH BRIDGE PROJECT(S) : S341-0001/34-000.01 00 LOCATION: 0.01 MI. SOUTH OF COUNTY ROUTE 1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 45,478.90 100.0000% 2 02-0564151 ASPHALT CONTRACTORS & SITE WORK INC $ 63,121.00 138.7918% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 64,478.90 141.7776% 4 42-1528915 DIRT WORKS DEVELOPMENT, LLC $ 79,588.76 175.0015% 5 55-0674033 SMH CONSTRUCTION CO., INC. $ 84,046.80 184.8039% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0610906 COUNTIES : RALEIGH LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0778477 |( 2 ) 02-0564151 |( 3 ) 55-0710073 |HOKE BROTHERS CONTRACTING, I |ASPHALT CONTRACTORS & SITE W |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SCOUR DAMAGE | | | 0005 204001-000 LUMP | 8000.00000 8000.00| 1800.00000 1800.00| 43000.00000 43000.00 MOBILIZATION | | | 0010 601002-001 16.000 CY | 2200.00000 35200.00| 3200.00000 51200.00| 1200.00000 19200.00 CLASS B CONCRETE | | | 0015 602002-001 450.000 LB | 5.00000 2250.00| 5.50000 2475.00| 5.00000 2250.00 EPOXY COATED REINFORCING STEEL BAR | | | 0020 636011-001 2840.000 UN | 0.01000 28.40| 1.90000 5396.00| 0.01000 28.40 TRAFFIC CONTROL DEVICE | | | 0025 636014-001 50.000 HR | 0.01000 0.50| 45.00000 2250.00| 0.01000 0.50 FLAGGER | | | SECTION TOTALS | $ 45,478.90| $ 63,121.00| $ 64,478.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 45,478.90| $ 63,121.00| $ 64,478.90 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0610906 COUNTIES : RALEIGH LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 42-1528915 |( 5 ) 55-0674033 |( ) |DIRT WORKS DEVELOPMENT, LLC |SMH CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SCOUR DAMAGE | | | 0005 204001-000 LUMP | 5867.14000 5867.14| 7800.00000 7800.00| MOBILIZATION | | | 0010 601002-001 16.000 CY | 3928.52000 62856.32| 4187.30000 66996.80| CLASS B CONCRETE | | | 0015 602002-001 450.000 LB | 4.52000 2034.00| 4.43000 1993.50| EPOXY COATED REINFORCING STEEL BAR | | | 0020 636011-001 2840.000 UN | 1.87000 5310.80| 1.60000 4544.00| TRAFFIC CONTROL DEVICE | | | 0025 636014-001 50.000 HR | 70.41000 3520.50| 54.25000 2712.50| FLAGGER | | | SECTION TOTALS | $ 79,588.76| $ 84,046.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 79,588.76| $ 84,046.80| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0620102 COUNTIES : RANDOLPH LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : ISNER CREEK ROAD PROJECT(S) : S342-0005/07-000.60 00 LOCATION: 0.47 MI E CO 25 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY INC. $ 74,343.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 76,845.00 103.3655% 3 38-3667285 MCCOY CONSTRUCTION COMPANY $ 102,724.50 138.1764% 4 34-1274453 BRUCE A. BALCAR DBA B. K. MINING & CONSTRUCTION CO. $ 109,443.50 147.2143% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0620102 COUNTIES : RANDOLPH LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 62-1345425 |( 3 ) 38-3667285 |BBR DRILLING COMPANY, INC. |BILCO CONSTRUCTION COMPANY, |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORR SLIDE(PILING) | | | 0005 204001-000 LUMP | 3000.00000 3000.00| 7855.00000 7855.00| 10000.00000 10000.00 MOBILIZATION | | | 0010 217001-000 14.000 CY | 80.00000 1120.00| 35.00000 490.00| 100.00000 1400.00 SPECIAL ROCK FILL | | | 0015 607009-001 137.500 LF | 10.00000 1375.00| 10.00000 1375.00| 15.00000 2062.50 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0020 614001-003 720.000 LF | 55.00000 39600.00| 50.00000 36000.00| 68.00000 48960.00 HP10X42 STEEL PILE | | | 0025 614001-055 92.000 LF | 10.00000 920.00| 0.01000 0.92| 20.00000 1840.00 W8X21STEEL PILE | | | 0030 614003-001 580.000 SF | 12.00000 6960.00| 10.00000 5800.00| 15.00000 8700.00 CONCRETE LAGGING, THICKNESS 6" | | | 0035 636011-001 2820.000 UN | 0.50000 1410.00| 1.00000 2820.00| 1.50000 4230.00 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 440.000 HR | 40.00000 17600.00| 15.00000 6600.00| 48.00000 21120.00 FLAGGER | | | 0045 636025-001 308.000 DA | 1.00000 308.00| 0.50000 154.00| 1.50000 462.00 WARNING LIGHTS, TYPE C | | | 0050 639001-001 LUMP | 1000.00000 1000.00| 15000.08000 15000.08| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 150.000 LF | 2.00000 300.00| 2.00000 300.00| 3.00000 450.00 SILT FENCE | | | 0060 307005-001 AA1 15.000 TN | 50.00000 750.00| 30.00000 450.00| 100.00000 1500.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0065 307005-002 AA2 14.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 74,343.00| $ 76,845.00| $ 102,724.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 74,343.00| $ 76,845.00| $ 102,724.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0620102 COUNTIES : RANDOLPH LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1274453 |( ) |( ) |B. K. MINING & CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORR SLIDE(PILING) | | | 0005 204001-000 LUMP | 12000.00000 12000.00| | MOBILIZATION | | | 0010 217001-000 14.000 CY | 75.00000 1050.00| | SPECIAL ROCK FILL | | | 0015 607009-001 137.500 LF | 25.00000 3437.50| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0020 614001-003 720.000 LF | 70.00000 50400.00| | HP10X42 STEEL PILE | | | 0025 614001-055 92.000 LF | 20.00000 1840.00| | W8X21STEEL PILE | | | 0030 614003-001 580.000 SF | 14.00000 8120.00| | CONCRETE LAGGING, THICKNESS 6" | | | 0035 636011-001 2820.000 UN | 1.50000 4230.00| | TRAFFIC CONTROL DEVICE | | | 0040 636014-001 440.000 HR | 40.00000 17600.00| | FLAGGER | | | 0045 636025-001 308.000 DA | 2.00000 616.00| | WARNING LIGHTS, TYPE C | | | 0050 639001-001 LUMP | 2500.00000 2500.00| | CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 150.000 LF | 1.00000 150.00| | SILT FENCE | | | 0060 307005-001 AA1 15.000 TN | 500.00000 7500.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0065 307005-002 AA2 14.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 109,443.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 109,443.50| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0620101 COUNTIES : RANDOLPH LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : FISH HATCHERY ROAD PROJECT(S) : S342-0033/08-003.90 00 LOCATION: 1.74 MI E CO 6 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 125,514.00 100.0000% 2 20-3991479 BBR DRILLING COMPANY INC. $ 168,056.00 133.8942% 3 34-1274453 BRUCE A. BALCAR DBA B. K. MINING & CONSTRUCTION CO. $ 401,061.44 319.5352% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0620101 COUNTIES : RANDOLPH LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 20-3991479 |( 3 ) 34-1274453 |BILCO CONSTRUCTION COMPANY, |BBR DRILLING COMPANY, INC. |B. K. MINING & CONSTRUCTION C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORR SLIDE(PILING) | | | 0005 204001-000 LUMP | 24400.00000 24400.00| 6000.00000 6000.00| 30000.00000 30000.00 MOBILIZATION | | | 0010 217001-000 70.000 CY | 62.00000 4340.00| 80.00000 5600.00| 75.00000 5250.00 SPECIAL ROCK FILL | | | 0015 614001-007 805.000 LF | 58.00000 46690.00| 158.00000 127190.00| 400.00000 322000.00 HP12X63 STEEL PILE | | | 0020 614003-001 510.000 SF | 10.00000 5100.00| 12.00000 6120.00| 15.00000 7650.00 CONCRETE LAGGING, THICKNESS 6" | | | 0025 636011-001 2820.000 UN | 0.80000 2256.00| 0.50000 1410.00| 1.50000 4230.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 480.000 HR | 14.00000 6720.00| 40.00000 19200.00| 41.00000 19680.00 FLAGGER | | | 0035 636025-001 336.000 DA | 0.50000 168.00| 1.00000 336.00| 1.79000 601.44 WARNING LIGHTS, TYPE C | | | 0040 639001-001 LUMP | 35000.00000 35000.00| 1000.00000 1000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0045 642012-001 150.000 LF | 2.00000 300.00| 2.00000 300.00| 1.00000 150.00 SILT FENCE | | | 0050 307005-001 AA1 18.000 TN | 30.00000 540.00| 50.00000 900.00| 500.00000 9000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0055 307005-002 AA2 16.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 125,514.00| $ 168,056.00| $ 401,061.44 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 125,514.00| $ 168,056.00| $ 401,061.44 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0513801R2 COUNTIES : MARSHALL LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : BRIDGE / B&G / SIGN SHOP PROJECT(S) : G026-0HDQ/00-001.00 03 LOCATION: DISTRICT 6 HEADQUARTERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0742317 JD&E, INC. $ 1,994,700.00 100.0000% 2 25-1100215 MOSITES CONSTRUCTION COMPANY $ 2,032,005.40 101.8702% 34-1157158 COLAIANNI CONSTRUCTION, INC. IRREGULAR 55-0666754 WALTERS CONSTRUCTION, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/02/07 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0513801R2 COUNTIES : MARSHALL LETTING DATE : 02/13/07 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0742317 |( 2 ) 25-1100215 |( ) |JD&E, INC. |MOSITES CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CONSTRUCT MULTI USE BUILDING K000 | | | 0005 606023-001 1.000 EA | 2410.00000 2410.00| 2500.00000 2500.00| UNDERDRAIN JUNCTION BOX | | | 0010 606025-002 340.000 LF | 27.70000 9418.00| 19.00000 6460.00| 4 INCH UNDERDRAIN PIPE STORM DRAIN | | | 0015 606025-002 520.000 LF | 16.30000 8476.00| 15.78000 8205.60| 4 INCH UNDERDRAIN PIPE TELE/DATA CONDUI | | | 0020 606025-004 715.000 LF | 36.80000 26312.00| 24.20000 17303.00| 6 INCH UNDERDRAIN PIPE STORM DRAIN | | | 0025 639001-001 LUMP | 2180.00000 2180.00| 6000.00000 6000.00| CONSTRUCTION LAYOUT STAKE | | | 0030 670007-012 605.000 LF | 22.20000 13431.00| 25.00000 15125.00| 2 INCH PLASTIC PIPE, CLASS 200 (WATER) | | | 0035 670007-022 605.000 LF | 48.60000 29403.00| 34.00000 20570.00| 8 INCH PLASTIC PIPE, CLASS 200 (WATER) | | | 0040 672002-001 LUMP | 1896290.00000 1896290.00| 1951922.00000 1951922.00| CONSTRUCT BUILDING, BRIDGE/SIGN SHOP | | | BUILDING | | | 0045 675007-020 60.000 LF | 113.00000 6780.00| 65.33000 3919.80| 6 INCH PLASTIC SEWER PIPE | | | SECTION TOTALS | $ 1,994,700.00| $ 2,032,005.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,994,700.00| $ 2,032,005.40| $ ====================================================================================================================================