1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : FAIRMONT CONNECTOR INTERCHANGE PROJECT(S) : X325-0019/80-000.00 06 0IMD 0865 008 000 LOCATION: 0.14 MI SE I-79 BR-0.39 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 2,105,822.38 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 2,399,999.00 113.9696% 3 55-0575884 GROUND BREAKERS, INC. $ 2,505,598.25 118.9843% 4 55-0640963 LAURITA EXCAVATING, INC. $ 2,791,072.35 132.5407% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0575884 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 170701.20000 170701.20| 50000.00000 50000.00| 35000.00000 35000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.00000 1.00| 5700.00000 5700.00| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0015 202001-000 1.000 LS | 1.00000 1.00| 800.00000 800.00| 2000.00000 2000.00 BUILDING DEMOLITION NUMBER, 2/2 | | | 0020 202001-000 1.000 LS | 1.00000 1.00| 200.00000 200.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 2/3 | | | 0025 202001-000 1.000 LS | 1.00000 1.00| 4000.00000 4000.00| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 5/1 | | | 0030 202001-000 1.000 LS | 1.00000 1.00| 800.00000 800.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 5/2 | | | 0035 202001-000 1.000 LS | 1.00000 1.00| 100.00000 100.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 5/3 | | | 0040 204001-000 LUMP| 63174.00000 63174.00| 50000.00000 50000.00| 80000.00000 80000.00 MOBILIZATION | | | 0045 207001-001 49803.000 CY | 7.00000 348621.00| 10.00000 498030.00| 8.50000 423325.50 UNCLASSIFIED EXCAVATION | | | 0050 207002-000 1569.000 CY | 34.90000 54758.10| 31.00000 48639.00| 32.00000 50208.00 SUBGRADE | | | 0055 207034-000 12930.000 SY | 1.15000 14869.50| 1.00000 12930.00| 1.00000 12930.00 FABRIC FOR SEPARATION | | | 0057 228001-000 6467.000 SY | 1.50000 9700.50| 1.00000 6467.00| 1.00000 6467.00 SUBGRADE PREPARATION | | | 0060 307001-000 961.000 CY | 34.90000 33538.90| 45.00000 43245.00| 32.00000 30752.00 AGGREGATE BASE COURSE, CLASS I | | | 0065 311006-001 1047.000 CY | 55.30000 57899.10| 67.00000 70149.00| 105.00000 109935.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 46.000 GA | 10.00000 460.00| 1.00000 46.00| 5.50000 253.00 BITUMINOUS MATERIAL | | | 0075 415005-001 2234.000 SY | 0.01000 22.34| 5.15000 11505.10| 6.50000 14521.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0080 601002-001 1.000 CY | 2062.50000 2062.50| 1850.00000 1850.00| 2000.00000 2000.00 CLASS B CONCRETE | | | 0085 604057-016 1150.000 LF | 50.00000 57500.00| 48.70000 56005.00| 50.00000 57500.00 18 INCH PRECOATED GALVANIZED STEEL PIPE,| | | A2 | | | 0090 605004-001 12.000 EA | 1942.50000 23310.00| 2050.00000 24600.00| 2200.00000 26400.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0575884 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 605009-001 1.000 EA | 2152.50000 2152.50| 1900.00000 1900.00| 2500.00000 2500.00 TYPE G INLET | | | 0097 605012-001 13.000 EA | 1155.00000 15015.00| 1520.00000 19760.00| 1400.00000 18200.00 ADJUST INLET TYPE B | | | 0100 606029-001 2250.000 LF | 8.00000 18000.00| 20.00000 45000.00| 10.00000 22500.00 FREE DRAINING BASE TRENCH | | | 0105 606030-001 20.000 LF | 50.00000 1000.00| 93.50000 1870.00| 20.00000 400.00 OUTLET PIPE, | | | 0110 607001-001 12.000 LF | 52.80000 633.60| 48.00000 576.00| 60.00000 720.00 TYPE 1 GUARDRAIL, CLASS I | | | 0115 608002-001 824.000 LF | 12.40000 10217.60| 11.25000 9270.00| 13.00000 10712.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0120 609001-001 1230.000 SY | 52.40000 64452.00| 40.00000 49200.00| 57.00000 70110.00 CONCRETE SIDEWALK | | | 0125 609002-001 133.000 CY | 99.60000 13246.80| 55.00000 7315.00| 75.00000 9975.00 BED COURSE MATERIAL | | | 0130 610003-001 2705.000 LF | 26.50000 71682.50| 36.00000 97380.00| 35.00000 94675.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0135 610003-002 1125.000 LF | 26.50000 29812.50| 36.00000 40500.00| 35.00000 39375.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0140 610003-004 217.000 LF | 38.75000 8408.75| 40.00000 8680.00| 45.00000 9765.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0145 628004-001 1050.000 LF | 0.01000 10.50| 30.00000 31500.00| 50.00000 52500.00 EXPLORATORY DRILLING AND SAMPLING, CORE | | | DRILLING & SAMPLING | | | 0146 628004-001 1050.000 LF | 0.01000 10.50| 30.00000 31500.00| 30.00000 31500.00 EXPLORATORY DRILLING AND SAMPLING, AIR | | | TRACK & AUGER DRILLING | | | 0150 633001-001 90.000 SY | 126.00000 11340.00| 120.00000 10800.00| 80.00000 7200.00 CONCRETE GUTTER | | | 0155 633003-001 16.000 CY | 100.00000 1600.00| 67.50000 1080.00| 45.00000 720.00 DUMPED ROCK GUTTER | | | 0160 636007-001 1300.000 LF | 0.55000 715.00| 0.50000 650.00| 0.55000 715.00 ERADICATION OF PAVEMENT MARKING | | | 0165 636008-001 3000.000 LF | 0.65000 1950.00| 0.60000 1800.00| 0.25000 750.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0575884 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 636009-001 2000.000 LF | 1.20000 2400.00| 1.10000 2200.00| 1.20000 2400.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0175 636011-001 9390.000 UN | 1.40000 13146.00| 1.25000 11737.50| 1.25000 11737.50 TRAFFIC CONTROL DEVICE | | | 0180 636012-010 3.000 EA | 275.00000 825.00| 250.00000 750.00| 1.00000 3.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0185 636013-001 124.000 EA | 2.20000 272.80| 2.00000 248.00| 1.00000 124.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0190 636014-001 900.000 HR | 45.00000 40500.00| 40.00000 36000.00| 45.00000 40500.00 FLAGGER | | | 0195 636025-001 720.000 DA | 1.10000 792.00| 1.00000 720.00| 1.50000 1080.00 WARNING LIGHTS, TYPE B | | | 0200 637001-001 275.000 MG | 0.01000 2.75| 80.00000 22000.00| 50.00000 13750.00 WATER FOR DUST PALLIATIVE | | | 0205 638002-001 20.000 EA | 150.00000 3000.00| 75.00000 1500.00| 85.00000 1700.00 RIGHT OF WAY MARKER | | | 0210 638003-001 1.000 EA | 250.00000 250.00| 500.00000 500.00| 150.00000 150.00 SURVEY MARKER | | | 0215 639001-001 LUMP| 45000.00000 45000.00| 72883.90000 72883.90| 60000.00000 60000.00 CONSTRUCTION LAYOUT STAKE | | | 0220 640001-001 12.000 MO | 1500.00000 18000.00| 900.00000 10800.00| 1500.00000 18000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0225 640003-001 LUMP| 5000.00000 5000.00| 500.00000 500.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0230 642001-001 525.000 LF | 3.00000 1575.00| 1.15000 603.75| 2.00000 1050.00 TEMPORARY BERM | | | 0235 642004-002 345.000 LB | 3.05000 1052.25| 2.75000 948.75| 3.00000 1035.00 SEED MIXTURE, B | | | 0240 642004-003 273.000 LB | 3.50000 955.50| 3.20000 873.60| 3.50000 955.50 SEED MIXTURE, D | | | 0245 642005-001 13.600 TN | 418.00000 5684.80| 380.00000 5168.00| 400.00000 5440.00 MULCH, STRAW OR HAY | | | 0250 642005-002 0.700 TN | 880.00000 616.00| 800.00000 560.00| 900.00000 630.00 MULCH, WOOD CELLULOSE FIBER | | | 0255 642006-001 3.100 TN | 687.50000 2131.25| 625.00000 1937.50| 650.00000 2015.00 FERTILIZER | | | 0260 642007-001 1751.000 SY | 1.55000 2714.05| 1.40000 2451.40| 2.00000 3502.00 FIBER MATTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0575884 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 642008-001 550.000 LF | 0.01000 5.50| 22.00000 12100.00| 25.00000 13750.00 TEMPORARY PIPE | | | 0270 642009-001 5200.000 LF | 0.01000 52.00| 2.00000 10400.00| 2.00000 10400.00 CONTOUR DITCH | | | 0275 642010-001 5.900 TN | 11.00000 64.90| 10.00000 59.00| 10.00000 59.00 AGRICULTURAL LIMESTONE | | | 0280 642012-001 3400.000 LF | 0.01000 34.00| 2.00000 6800.00| 2.50000 8500.00 SILT FENCE | | | 0285 642031-001 134.000 EA | 0.01000 1.34| 50.00000 6700.00| 75.00000 10050.00 DITCH CHECK | | | 0290 642033-001 134.000 CY | 30.00000 4020.00| 20.00000 2680.00| 10.00000 1340.00 SEDIMENT TRAP | | | 0295 651001-001 845.000 CY | 15.00000 12675.00| 20.50000 17322.50| 40.00000 33800.00 FURNISHING AND PLACING TOPSOIL | | | 0300 652001-001 5.700 TN | 11.00000 62.70| 10.00000 57.00| 10.00000 57.00 AGRICULTURAL LIMESTONE | | | 0305 652002-001 2.000 TN | 1265.00000 2530.00| 1150.00000 2300.00| 1200.00000 2400.00 FERTILIZER, 10-20-10 | | | 0310 652002-002 0.700 TN | 1320.00000 924.00| 1200.00000 840.00| 1200.00000 840.00 FERTILIZER, UREA FORMALDEHYDE | | | 0315 652003-001 173.000 LB | 3.60000 622.80| 3.25000 562.25| 4.00000 692.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0320 652003-002 137.000 LB | 3.60000 493.20| 3.25000 445.25| 4.00000 548.00 SEED MIXTURE, D | | | 0325 652004-001 7.500 TN | 440.00000 3300.00| 400.00000 3000.00| 450.00000 3375.00 STRAW OR HAY MULCH | | | 0330 652004-002 0.400 TN | 880.00000 352.00| 800.00000 320.00| 850.00000 340.00 WOOD CELLULOSE FIBER MULCH | | | 0335 655002-001 1757.000 SY | 4.15000 7291.55| 3.75000 6588.75| 5.00000 8785.00 PERMANENT EROSION MATTING, TYPE A | | | 0337 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0340 307005-001 AA1 612.000 TN | 20.00000 12240.00| 19.00000 11628.00| 18.00000 11016.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0345 307005-002 AA2 583.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0350 401001-011 AB1 4334.000 TN | 39.40000 170759.60| 37.80000 163825.20| 45.00000 195030.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0575884 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 401001-012 AB2 4117.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0360 401001-011 AC1 2142.000 TN | 39.40000 84394.80| 41.30000 88464.60| 51.00000 109242.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 25 | | | 0365 401001-012 AC2 2036.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 25 | | | 0370 402001-011 AD1 1103.000 TN | 45.80000 50517.40| 51.20000 56473.60| 65.00000 71695.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0375 402001-012 AD2 1048.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0380 636002-001 AE1 1640.000 TN | 0.01000 16.40| 18.00000 29520.00| 20.00000 32800.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0385 636002-002 AE2 1558.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,581,944.98| $ 1,837,115.65| $ 1,917,699.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0390 657003-001 311.000 LF | 33.00000 10263.00| 30.00000 9330.00| 33.00000 10263.00 TUBULAR SUPPORT, STEEL | | | 0395 657006-001 79.000 LF | 25.30000 1998.70| 23.00000 1817.00| 46.00000 3634.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0397 657006-005 44.000 LF | 29.70000 1306.80| 27.00000 1188.00| 30.00000 1320.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0400 657017-001 3.000 CY | 1650.00000 4950.00| 1500.00000 4500.00| 1700.00000 5100.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0405 661001-001 320.000 SF | 22.00000 7040.00| 20.00000 6400.00| 23.00000 7360.00 0.080 IN FLAT SHEET SIGN | | | 0410 661002-001 27.000 SF | 27.50000 742.50| 25.00000 675.00| 29.00000 783.00 EXTRUDED PANEL SIGN | | | 0415 661006-001 5.000 UN | 27.50000 137.50| 25.00000 125.00| 29.00000 145.00 DELINEATOR, NINE PER UNIT, AMBER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0575884 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 663001-004 3320.000 LF | 0.40000 1328.00| 0.35000 1162.00| 0.40000 1328.00 EDGE LINE, TYPE II ,WHITE | | | 0425 663001-004 1135.000 LF | 0.45000 510.75| 0.40000 454.00| 0.45000 510.75 EDGE LINE, TYPE II ,YELLOW | | | 0430 663002-005 240.000 LF | 0.85000 204.00| 0.75000 180.00| 0.85000 204.00 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0435 663003-005 1900.000 LF | 0.45000 855.00| 0.40000 760.00| 0.45000 855.00 BARRIER LINE, TYPE II | | | 0440 663005-010 32.000 LF | 12.10000 387.20| 11.00000 352.00| 13.00000 416.00 STOP LINE, TYPE V (24") | | | 0445 663006-010 311.000 LF | 4.85000 1508.35| 4.40000 1368.40| 5.00000 1555.00 CROSSWALK LINE, TYPE V | | | 0450 663007-010 120.000 LF | 5.60000 672.00| 5.10000 612.00| 6.00000 720.00 STRIPE, TYPE V YELLOW (12") | | | SECTION TOTALS | $ 31,903.80| $ 28,923.40| $ 34,193.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 LIGHTING | | | 0455 662002-001 LUMP| 12500.00000 12500.00| 12500.00000 12500.00| 2700.00000 2700.00 GALVANIZED STEEL CONDUIT 06 | | | 0460 662003-001 1.000 LS | 20000.00000 20000.00| 20000.00000 20000.00| 28000.00000 28000.00 POLYVINYLCHLORIDE CONDUIT, 06 | | | 0465 662006-001 13.000 EA | 900.00000 11700.00| 900.00000 11700.00| 860.00000 11180.00 JUNCTION BOX, TYPE H, 10 X 10 | | | 0470 662006-001 2.000 EA | 1100.00000 2200.00| 1100.00000 2200.00| 1595.00000 3190.00 JUNCTION BOX, TYPE H, 18 X 18 | | | 0475 662007-001 12.000 EA | 500.00000 6000.00| 500.00000 6000.00| 4400.00000 52800.00 LUMINAIRE, 150 W | | | 0480 662008-001 1.000 LS | 12500.00000 12500.00| 12500.00000 12500.00| 37400.00000 37400.00 CABLE, 06 | | | 0485 662010-007 12.000 EA | 4000.00000 48000.00| 4000.00000 48000.00| 1400.00000 16800.00 LIGHTING SUPPORT, TYPE VII, (18'-0") | | | 0490 662013-001 LUMP| 6250.00000 6250.00| 6250.00000 6250.00| 3200.00000 3200.00 SERVICE AND CONTROL STATION, 06 | | | 0495 662014-001 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 1600.00000 1600.00 INCIDENTAL ELECTRICAL WORK | | | 0500 662015-001 1.000 LS | 100.00000 100.00| 100.00000 100.00| 1470.00000 1470.00 ELECTRICAL TEST, 06 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0575884 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 125,250.00| $ 125,250.00| $ 158,340.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 WATERLINE RELOCATION | | | 0505 639001-001 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0510 670004-201 1105.000 LF | 31.05000 34310.25| 67.80000 74919.00| 35.00000 38675.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0525 670009-200 4.000 EA | 1725.00000 6900.00| 1400.00000 5600.00| 750.00000 3000.00 6 INCH GATE VALVE AND VALVE BOX | | | 0530 670010-260 132.000 LF | 92.00000 12144.00| 107.50000 14190.00| 100.00000 13200.00 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875" | | | 0533 670014-001 1.000 EA | 4600.00000 4600.00| 3550.00000 3550.00| 2500.00000 2500.00 RELOCATE FIRE HYDRANT | | | 0535 670016-001 3.000 EA | 920.00000 2760.00| 1100.00000 3300.00| 500.00000 1500.00 RELOCATE METER | | | 0540 670021-040 30.000 LF | 23.00000 690.00| 98.50000 2955.00| 12.00000 360.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 63,904.25| $ 107,514.00| $ 61,235.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SEWERLINE RELOCATION | | | 0545 639001-001 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0550 675007-022 161.000 LF | 74.75000 12034.75| 86.95000 13998.95| 40.00000 6440.00 8 INCH PLASTIC SEWER PIPE | | | 0555 675014-001 1.000 EA | 5750.00000 5750.00| 3750.00000 3750.00| 2500.00000 2500.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0560 675016-001 1.000 EA | 6900.00000 6900.00| 3750.00000 3750.00| 5000.00000 5000.00 SPECIAL MANHOLE COMPLETE, INCLUDING | | | CASTING | | | 0565 675018-001 1.000 EA | 4025.00000 4025.00| 1475.00000 1475.00| 1500.00000 1500.00 ADJUSTING MANHOLE | | | 0570 675027-001 2.000 EA | 1725.00000 3450.00| 1200.00000 2400.00| 1500.00000 3000.00 MANHOLE REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0575884 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 34,659.75| $ 27,873.95| $ 20,440.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 LANDSCAPING | | | 0575 401002-001 3.000 TN | 500.00000 1500.00| 127.00000 381.00| 500.00000 1500.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 3 | | | 0577 609001-001 367.000 SY | 71.30000 26167.10| 30.00000 11010.00| 75.00000 27525.00 CONCRETE SIDEWALK | | | 0580 609002-001 40.000 CY | 115.00000 4600.00| 55.00000 2200.00| 100.00000 4000.00 BED COURSE MATERIAL | | | 0585 609003-001 270.000 SY | 201.25000 54337.50| 306.00000 82620.00| 250.00000 67500.00 SIDEWALK, BRICK PAVERS | | | 0590 609003-001 52.000 SY | 230.00000 11960.00| 230.00000 11960.00| 375.00000 19500.00 SIDEWALK, CONCRETE PAVERS | | | 0595 639001-001 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0600 651001-002 22.000 CY | 27.50000 605.00| 50.00000 1100.00| 50.00000 1100.00 FURNISHING AND PLACING TOPSOIL FOR | | | PLANTINGS | | | 0605 653006-001 21.000 MG | 110.00000 2310.00| 1.00000 21.00| 15.00000 315.00 WATER FOR PLANTS | | | 0610 654001-001 33.000 EA | 660.00000 21780.00| 610.00000 20130.00| 700.00000 23100.00 TREE, DECIDUOUS, QUERCUS RUBRA | | | SECTION TOTALS | $ 125,759.60| $ 132,422.00| $ 147,540.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 COMPUTER SYSTEM | | | 0615 640004-001 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 6000.00000 6000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 3,500.00| $ 6,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 SIGNAL | | | 0620 660001-001 LUMP| 9500.00000 9500.00| 9500.00000 9500.00| 12460.00000 12460.00 SIGNAL CONTROLLER 01 | | | 0625 660002-005 6.000 EA | 250.00000 1500.00| 250.00000 1500.00| 600.00000 3600.00 TRAFFIC DETECTOR, LPS-C | | | 0630 660003-001 8.000 EA | 600.00000 4800.00| 600.00000 4800.00| 600.00000 4800.00 SIGNAL SECTION, G-16 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0575884 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0635 660003-006 29.000 EA | 350.00000 10150.00| 350.00000 10150.00| 470.00000 13630.00 SIGNAL SECTION, V-12 | | | 0640 660004-025 4.000 EA | 14500.00000 58000.00| 14500.00000 58000.00| 17300.00000 69200.00 SIGNAL SUPPORT, A1 | | | 0645 660005-010 8.000 EA | 900.00000 7200.00| 900.00000 7200.00| 870.00000 6960.00 JUNCTION BOX, TYPE H | | | 0650 660007-001 LUMP| 39500.00000 39500.00| 39500.00000 39500.00| 40000.00000 40000.00 MISCELLANEOUS SIGNAL 01 | | | 0655 660010-001 1.000 EA | 1750.00000 1750.00| 1750.00000 1750.00| 3100.00000 3100.00 PRIORITY CONTROL SYSTEM DETECTOR D1 | | | 0660 660060-001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3400.00000 3400.00 MISCELLANEOUS RADIO INSTALLATION 01 | | | 0665 660060-002 1.000 EA | 2000.00000 2000.00| 2000.00000 2000.00| 3000.00000 3000.00 SPREAD SPECTRUM RADIO TRANSCEIVER | | | SECTION TOTALS | $ 137,400.00| $ 137,400.00| $ 160,150.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,105,822.38| $ 2,399,999.00| $ 2,505,598.25 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 | | |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 100000.00000 100000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 5000.00000 5000.00| | BUILDING DEMOLITION NUMBER, 2/1 | | | 0015 202001-000 1.000 LS | 1500.00000 1500.00| | BUILDING DEMOLITION NUMBER, 2/2 | | | 0020 202001-000 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION NUMBER, 2/3 | | | 0025 202001-000 1.000 LS | 8000.00000 8000.00| | BUILDING DEMOLITION NUMBER, 5/1 | | | 0030 202001-000 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION NUMBER, 5/2 | | | 0035 202001-000 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION NUMBER, 5/3 | | | 0040 204001-000 LUMP| 150000.00000 150000.00| | MOBILIZATION | | | 0045 207001-001 49803.000 CY | 12.00000 597636.00| | UNCLASSIFIED EXCAVATION | | | 0050 207002-000 1569.000 CY | 30.00000 47070.00| | SUBGRADE | | | 0055 207034-000 12930.000 SY | 1.00000 12930.00| | FABRIC FOR SEPARATION | | | 0057 228001-000 6467.000 SY | 2.00000 12934.00| | SUBGRADE PREPARATION | | | 0060 307001-000 961.000 CY | 33.00000 31713.00| | AGGREGATE BASE COURSE, CLASS I | | | 0065 311006-001 1047.000 CY | 102.00000 106794.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 46.000 GA | 5.50000 253.00| | BITUMINOUS MATERIAL | | | 0075 415005-001 2234.000 SY | 8.50000 18989.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0080 601002-001 1.000 CY | 1500.00000 1500.00| | CLASS B CONCRETE | | | 0085 604057-016 1150.000 LF | 60.00000 69000.00| | 18 INCH PRECOATED GALVANIZED STEEL PIPE,| | | A2 | | | 0090 605004-001 12.000 EA | 2500.00000 30000.00| | TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 | | |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 605009-001 1.000 EA | 3000.00000 3000.00| | TYPE G INLET | | | 0097 605012-001 13.000 EA | 1600.00000 20800.00| | ADJUST INLET TYPE B | | | 0100 606029-001 2250.000 LF | 25.00000 56250.00| | FREE DRAINING BASE TRENCH | | | 0105 606030-001 20.000 LF | 30.00000 600.00| | OUTLET PIPE, | | | 0110 607001-001 12.000 LF | 53.00000 636.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0115 608002-001 824.000 LF | 12.50000 10300.00| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0120 609001-001 1230.000 SY | 55.00000 67650.00| | CONCRETE SIDEWALK | | | 0125 609002-001 133.000 CY | 36.00000 4788.00| | BED COURSE MATERIAL | | | 0130 610003-001 2705.000 LF | 25.00000 67625.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0135 610003-002 1125.000 LF | 25.00000 28125.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0140 610003-004 217.000 LF | 25.00000 5425.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0145 628004-001 1050.000 LF | 5.00000 5250.00| | EXPLORATORY DRILLING AND SAMPLING, CORE | | | DRILLING & SAMPLING | | | 0146 628004-001 1050.000 LF | 5.00000 5250.00| | EXPLORATORY DRILLING AND SAMPLING, AIR | | | TRACK & AUGER DRILLING | | | 0150 633001-001 90.000 SY | 110.00000 9900.00| | CONCRETE GUTTER | | | 0155 633003-001 16.000 CY | 25.00000 400.00| | DUMPED ROCK GUTTER | | | 0160 636007-001 1300.000 LF | 0.56000 728.00| | ERADICATION OF PAVEMENT MARKING | | | 0165 636008-001 3000.000 LF | 0.67000 2010.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 | | |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 636009-001 2000.000 LF | 1.25000 2500.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0175 636011-001 9390.000 UN | 1.35000 12676.50| | TRAFFIC CONTROL DEVICE | | | 0180 636012-010 3.000 EA | 300.00000 900.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0185 636013-001 124.000 EA | 3.00000 372.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0190 636014-001 900.000 HR | 48.00000 43200.00| | FLAGGER | | | 0195 636025-001 720.000 DA | 1.20000 864.00| | WARNING LIGHTS, TYPE B | | | 0200 637001-001 275.000 MG | 20.00000 5500.00| | WATER FOR DUST PALLIATIVE | | | 0205 638002-001 20.000 EA | 200.00000 4000.00| | RIGHT OF WAY MARKER | | | 0210 638003-001 1.000 EA | 500.00000 500.00| | SURVEY MARKER | | | 0215 639001-001 LUMP| 45000.00000 45000.00| | CONSTRUCTION LAYOUT STAKE | | | 0220 640001-001 12.000 MO | 1000.00000 12000.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0225 640003-001 LUMP| 5000.00000 5000.00| | BUILDING EQUIPMENT | | | 0230 642001-001 525.000 LF | 3.00000 1575.00| | TEMPORARY BERM | | | 0235 642004-002 345.000 LB | 2.90000 1000.50| | SEED MIXTURE, B | | | 0240 642004-003 273.000 LB | 3.40000 928.20| | SEED MIXTURE, D | | | 0245 642005-001 13.600 TN | 400.00000 5440.00| | MULCH, STRAW OR HAY | | | 0250 642005-002 0.700 TN | 840.00000 588.00| | MULCH, WOOD CELLULOSE FIBER | | | 0255 642006-001 3.100 TN | 660.00000 2046.00| | FERTILIZER | | | 0260 642007-001 1751.000 SY | 1.50000 2626.50| | FIBER MATTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 | | |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 642008-001 550.000 LF | 30.00000 16500.00| | TEMPORARY PIPE | | | 0270 642009-001 5200.000 LF | 3.00000 15600.00| | CONTOUR DITCH | | | 0275 642010-001 5.900 TN | 15.00000 88.50| | AGRICULTURAL LIMESTONE | | | 0280 642012-001 3400.000 LF | 3.00000 10200.00| | SILT FENCE | | | 0285 642031-001 134.000 EA | 75.00000 10050.00| | DITCH CHECK | | | 0290 642033-001 134.000 CY | 4.00000 536.00| | SEDIMENT TRAP | | | 0295 651001-001 845.000 CY | 50.00000 42250.00| | FURNISHING AND PLACING TOPSOIL | | | 0300 652001-001 5.700 TN | 15.00000 85.50| | AGRICULTURAL LIMESTONE | | | 0305 652002-001 2.000 TN | 1210.00000 2420.00| | FERTILIZER, 10-20-10 | | | 0310 652002-002 0.700 TN | 1260.00000 882.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0315 652003-001 173.000 LB | 3.50000 605.50| | SEED MIXTURES, B, C-1, OR C-2 | | | 0320 652003-002 137.000 LB | 3.50000 479.50| | SEED MIXTURE, D | | | 0325 652004-001 7.500 TN | 440.00000 3300.00| | STRAW OR HAY MULCH | | | 0330 652004-002 0.400 TN | 840.00000 336.00| | WOOD CELLULOSE FIBER MULCH | | | 0335 655002-001 1757.000 SY | 4.10000 7203.70| | PERMANENT EROSION MATTING, TYPE A | | | 0337 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | 0340 307005-001 AA1 612.000 TN | 17.00000 10404.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0345 307005-002 AA2 583.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0350 401001-011 AB1 4334.000 TN | 43.40000 188095.60| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 | | |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 401001-012 AB2 4117.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0360 401001-011 AC1 2142.000 TN | 46.80000 100245.60| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 25 | | | 0365 401001-012 AC2 2036.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 25 | | | 0370 402001-011 AD1 1103.000 TN | 60.00000 66180.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0375 402001-012 AD2 1048.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0380 636002-001 AE1 1640.000 TN | 20.00000 32800.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0385 636002-002 AE2 1558.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 2,140,334.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0390 657003-001 311.000 LF | 33.00000 10263.00| | TUBULAR SUPPORT, STEEL | | | 0395 657006-001 79.000 LF | 26.00000 2054.00| | S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0397 657006-005 44.000 LF | 30.00000 1320.00| | W6X12, A-441 SUPPORT, GALVANIZED | | | 0400 657017-001 3.000 CY | 2000.00000 6000.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0405 661001-001 320.000 SF | 22.00000 7040.00| | 0.080 IN FLAT SHEET SIGN | | | 0410 661002-001 27.000 SF | 27.00000 729.00| | EXTRUDED PANEL SIGN | | | 0415 661006-001 5.000 UN | 27.00000 135.00| | DELINEATOR, NINE PER UNIT, AMBER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 | | |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 663001-004 3320.000 LF | 0.40000 1328.00| | EDGE LINE, TYPE II ,WHITE | | | 0425 663001-004 1135.000 LF | 0.45000 510.75| | EDGE LINE, TYPE II ,YELLOW | | | 0430 663002-005 240.000 LF | 0.80000 192.00| | LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0435 663003-005 1900.000 LF | 0.40000 760.00| | BARRIER LINE, TYPE II | | | 0440 663005-010 32.000 LF | 12.00000 384.00| | STOP LINE, TYPE V (24") | | | 0445 663006-010 311.000 LF | 5.00000 1555.00| | CROSSWALK LINE, TYPE V | | | 0450 663007-010 120.000 LF | 6.00000 720.00| | STRIPE, TYPE V YELLOW (12") | | | SECTION TOTALS | $ 32,990.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 LIGHTING | | | 0455 662002-001 LUMP| 2500.00000 2500.00| | GALVANIZED STEEL CONDUIT 06 | | | 0460 662003-001 1.000 LS | 26040.00000 26040.00| | POLYVINYLCHLORIDE CONDUIT, 06 | | | 0465 662006-001 13.000 EA | 775.00000 10075.00| | JUNCTION BOX, TYPE H, 10 X 10 | | | 0470 662006-001 2.000 EA | 1460.00000 2920.00| | JUNCTION BOX, TYPE H, 18 X 18 | | | 0475 662007-001 12.000 EA | 4075.00000 48900.00| | LUMINAIRE, 150 W | | | 0480 662008-001 1.000 LS | 34200.00000 34200.00| | CABLE, 06 | | | 0485 662010-007 12.000 EA | 1275.00000 15300.00| | LIGHTING SUPPORT, TYPE VII, (18'-0") | | | 0490 662013-001 LUMP| 3000.00000 3000.00| | SERVICE AND CONTROL STATION, 06 | | | 0495 662014-001 LUMP| 1600.00000 1600.00| | INCIDENTAL ELECTRICAL WORK | | | 0500 662015-001 1.000 LS | 1400.00000 1400.00| | ELECTRICAL TEST, 06 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 | | |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 145,935.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 WATERLINE RELOCATION | | | 0505 639001-001 LUMP| 2500.00000 2500.00| | CONSTRUCTION LAYOUT STAKE | | | 0510 670004-201 1105.000 LF | 100.00000 110500.00| | 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0525 670009-200 4.000 EA | 675.00000 2700.00| | 6 INCH GATE VALVE AND VALVE BOX | | | 0530 670010-260 132.000 LF | 100.00000 13200.00| | 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875" | | | 0533 670014-001 1.000 EA | 3500.00000 3500.00| | RELOCATE FIRE HYDRANT | | | 0535 670016-001 3.000 EA | 3500.00000 10500.00| | RELOCATE METER | | | 0540 670021-040 30.000 LF | 3000.00000 90000.00| | 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 232,900.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SEWERLINE RELOCATION | | | 0545 639001-001 LUMP| 1000.00000 1000.00| | CONSTRUCTION LAYOUT STAKE | | | 0550 675007-022 161.000 LF | 75.00000 12075.00| | 8 INCH PLASTIC SEWER PIPE | | | 0555 675014-001 1.000 EA | 4000.00000 4000.00| | MANHOLE COMPLETE, INCLUDING CASTING | | | 0560 675016-001 1.000 EA | 4000.00000 4000.00| | SPECIAL MANHOLE COMPLETE, INCLUDING | | | CASTING | | | 0565 675018-001 1.000 EA | 500.00000 500.00| | ADJUSTING MANHOLE | | | 0570 675027-001 2.000 EA | 500.00000 1000.00| | MANHOLE REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 | | |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 22,575.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 LANDSCAPING | | | 0575 401002-001 3.000 TN | 500.00000 1500.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 3 | | | 0577 609001-001 367.000 SY | 55.00000 20185.00| | CONCRETE SIDEWALK | | | 0580 609002-001 40.000 CY | 36.00000 1440.00| | BED COURSE MATERIAL | | | 0585 609003-001 270.000 SY | 25.00000 6750.00| | SIDEWALK, BRICK PAVERS | | | 0590 609003-001 52.000 SY | 50.00000 2600.00| | SIDEWALK, CONCRETE PAVERS | | | 0595 639001-001 LUMP| 3500.00000 3500.00| | CONSTRUCTION LAYOUT STAKE | | | 0600 651001-002 22.000 CY | 60.00000 1320.00| | FURNISHING AND PLACING TOPSOIL FOR | | | PLANTINGS | | | 0605 653006-001 21.000 MG | 2.00000 42.00| | WATER FOR PLANTS | | | 0610 654001-001 33.000 EA | 750.00000 24750.00| | TREE, DECIDUOUS, QUERCUS RUBRA | | | SECTION TOTALS | $ 62,087.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 COMPUTER SYSTEM | | | 0615 640004-001 LUMP| 4500.00000 4500.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,500.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 SIGNAL | | | 0620 660001-001 LUMP| 11500.00000 11500.00| | SIGNAL CONTROLLER 01 | | | 0625 660002-005 6.000 EA | 575.00000 3450.00| | TRAFFIC DETECTOR, LPS-C | | | 0630 660003-001 8.000 EA | 575.00000 4600.00| | SIGNAL SECTION, G-16 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0132451 COUNTIES : MARION LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 | | |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0635 660003-006 29.000 EA | 500.00000 14500.00| | SIGNAL SECTION, V-12 | | | 0640 660004-025 4.000 EA | 15900.00000 63600.00| | SIGNAL SUPPORT, A1 | | | 0645 660005-010 8.000 EA | 800.00000 6400.00| | JUNCTION BOX, TYPE H | | | 0650 660007-001 LUMP| 36500.00000 36500.00| | MISCELLANEOUS SIGNAL 01 | | | 0655 660010-001 1.000 EA | 3000.00000 3000.00| | PRIORITY CONTROL SYSTEM DETECTOR D1 | | | 0660 660060-001 LUMP| 3200.00000 3200.00| | MISCELLANEOUS RADIO INSTALLATION 01 | | | 0665 660060-002 1.000 EA | 3000.00000 3000.00| | SPREAD SPECTRUM RADIO TRANSCEIVER | | | SECTION TOTALS | $ 149,750.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,791,072.35| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0002638 COUNTIES : ROANE LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : WELLINGTON DOUBLE ARCH BRIDGE PROJECT(S) : S344-0009/00-003.71 00 00BR 0009 140 E00 LOCATION: /SPRING CR, 1.28 MI S CO 12 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0663428 MEADOWS STONE & PAVING, INC. $ 705,870.90 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 756,634.00 107.1915% 3 55-0417282 TURMAN CONSTRUCTION CO. $ 848,916.35 120.2651% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 937,226.00 132.7758% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0002638 COUNTIES : ROANE LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0663428 |(2) 62-1345425 |(3) 55-0417282 |MEADOWS STONE & PAVING, INC.|BILCO CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 15000.00000 15000.00| 43000.00000 43000.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 21000.00000 21000.00| 21000.00000 21000.00| 32000.00000 32000.00 MOBILIZATION | | | 0015 207001-001 674.000 CY | 8.00000 5392.00| 12.00000 8088.00| 12.00000 8088.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 135.000 CY | 60.00000 8100.00| 50.00000 6750.00| 60.00000 8100.00 SUBGRADE | | | 0025 207034-000 1298.000 SY | 1.25000 1622.50| 1.50000 1947.00| 1.50000 1947.00 FABRIC FOR SEPARATION | | | 0030 211001-000 1647.000 CY | 12.50000 20587.50| 14.00000 23058.00| 16.00000 26352.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 537.000 CY | 30.00000 16110.00| 19.00000 10203.00| 60.00000 32220.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 318.000 CY | 60.00000 19080.00| 50.00000 15900.00| 60.00000 19080.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 45.000 CY | 30.00000 1350.00| 50.00000 2250.00| 60.00000 2700.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 502001-012 131.000 SY | 165.00000 21615.00| 140.00000 18340.00| 180.00000 23580.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 601003-001 8.000 CY | 800.00000 6400.00| 900.00000 7200.00| 800.00000 6400.00 CLASS K CONCRETE | | | 0056 604009-012 2.000 EA | 250.00000 500.00| 100.00000 200.00| 300.00000 600.00 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0057 604009-016 1.000 EA | 275.00000 275.00| 150.00000 150.00| 300.00000 300.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0058 604076-012 60.000 LF | 61.00000 3660.00| 60.00000 3600.00| 65.00000 3900.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0059 604076-016 25.000 LF | 74.00000 1850.00| 70.00000 1750.00| 65.00000 1625.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 604076-022 30.000 LF | 81.00000 2430.00| 85.00000 2550.00| 75.00000 2250.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0002638 COUNTIES : ROANE LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0663428 |(2) 62-1345425 |(3) 55-0417282 |MEADOWS STONE & PAVING, INC.|BILCO CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 605004-001 2.000 EA | 3000.00000 6000.00| 2000.00000 4000.00| 1550.00000 3100.00 TYPE B INLET | | | 0065 605009-001 2.000 EA | 2300.00000 4600.00| 2500.00000 5000.00| 1850.00000 3700.00 TYPE G INLET | | | 0070 607001-001 250.000 LF | 19.00000 4750.00| 20.00000 5000.00| 17.20000 4300.00 TYPE 1 GUARDRAIL, CLASS II | | | 0075 607006-001 4.000 EA | 1100.00000 4400.00| 1200.00000 4800.00| 1385.00000 5540.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0080 609001-001 30.000 SY | 95.00000 2850.00| 80.00000 2400.00| 85.00000 2550.00 CONCRETE SIDEWALK | | | 0085 610003-002 112.000 LF | 45.00000 5040.00| 40.00000 4480.00| 40.00000 4480.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0090 633003-001 6.000 CY | 100.00000 600.00| 55.00000 330.00| 150.00000 900.00 DUMPED ROCK GUTTER | | | 0095 636011-001 4560.000 UN | 0.80000 3648.00| 0.80000 3648.00| 1.00000 4560.00 TRAFFIC CONTROL DEVICE | | | 0100 636014-001 100.000 HR | 47.00000 4700.00| 52.00000 5200.00| 42.00000 4200.00 FLAGGER | | | 0105 636025-001 240.000 DA | 2.00000 480.00| 3.00000 720.00| 1.20000 288.00 WARNING LIGHTS, TYPE B | | | 0110 637001-001 5.000 MG | 100.00000 500.00| 50.00000 250.00| 0.01000 0.05 WATER FOR DUST PALLIATIVE | | | 0115 638002-001 17.000 EA | 50.00000 850.00| 100.00000 1700.00| 100.00000 1700.00 RIGHT OF WAY MARKER | | | 0120 639001-001 LUMP| 6000.00000 6000.00| 35000.00000 35000.00| 5500.00000 5500.00 CONSTRUCTION LAYOUT STAKE | | | 0125 640001-001 12.000 MO | 800.00000 9600.00| 700.00000 8400.00| 1000.00000 12000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0127 640003-001 LUMP| 7000.00000 7000.00| 2000.00000 2000.00| 1750.00000 1750.00 BUILDING EQUIPMENT | | | 0130 642001-001 1196.000 LF | 1.00000 1196.00| 0.20000 239.20| 0.01000 11.96 TEMPORARY BERM | | | 0135 642002-001 56.000 LF | 10.00000 560.00| 4.00000 224.00| 10.00000 560.00 SLOPE DRAIN | | | 0140 642004-001 68.000 LB | 1.00000 68.00| 3.00000 204.00| 1.00000 68.00 SEED MIXTURE, TEMPORARY | | | 0145 642004-002 98.000 LB | 10.00000 980.00| 8.00000 784.00| 10.00000 980.00 SEED MIXTURE, B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0002638 COUNTIES : ROANE LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0663428 |(2) 62-1345425 |(3) 55-0417282 |MEADOWS STONE & PAVING, INC.|BILCO CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 642004-003 45.000 LB | 10.00000 450.00| 8.00000 360.00| 10.00000 450.00 SEED MIXTURE, D | | | 0155 642005-001 4.600 TN | 570.00000 2622.00| 500.00000 2300.00| 570.00000 2622.00 MULCH, STRAW OR HAY | | | 0160 642006-001 1.000 TN | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 FERTILIZER | | | 0165 642009-001 1914.000 LF | 1.00000 1914.00| 0.20000 382.80| 0.01000 19.14 CONTOUR DITCH | | | 0170 642010-001 1.000 TN | 50.00000 50.00| 100.00000 100.00| 50.00000 50.00 AGRICULTURAL LIMESTONE | | | 0175 642011-001 53.000 EA | 8.00000 424.00| 5.00000 265.00| 5.20000 275.60 HAY OR STRAW BALE | | | 0180 642012-001 1276.000 LF | 3.25000 4147.00| 2.00000 2552.00| 4.10000 5231.60 SILT FENCE | | | 0185 642031-001 30.000 EA | 55.00000 1650.00| 25.00000 750.00| 50.00000 1500.00 DITCH CHECK | | | 0190 642033-001 64.000 CY | 12.00000 768.00| 6.00000 384.00| 10.00000 640.00 SEDIMENT TRAP | | | 0195 652001-001 0.100 TN | 50.00000 5.00| 100.00000 10.00| 50.00000 5.00 AGRICULTURAL LIMESTONE | | | 0200 652002-001 0.200 TN | 400.00000 80.00| 500.00000 100.00| 400.00000 80.00 FERTILIZER, 10-20-10 | | | 0205 652002-002 0.100 TN | 400.00000 40.00| 600.00000 60.00| 400.00000 40.00 FERTILIZER, UREA FORMALDEHYDE | | | 0210 652003-001 19.000 LB | 11.00000 209.00| 10.00000 190.00| 11.00000 209.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0215 652003-002 18.000 LB | 11.00000 198.00| 10.00000 180.00| 11.00000 198.00 SEED MIXTURE, D | | | 0220 652004-001 0.500 TN | 3800.00000 1900.00| 500.00000 250.00| 3800.00000 1900.00 STRAW OR HAY MULCH | | | 0225 655002-001 106.000 SY | 5.00000 530.00| 10.00000 1060.00| 5.00000 530.00 PERMANENT EROSION MATTING, TYPE A | | | 0230 401001-001 AA1 187.000 TN | 70.00000 13090.00| 77.00000 14399.00| 82.00000 15334.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0235 401001-002 AA2 171.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0240 401002-001 BB1 59.000 TN | 84.00000 4956.00| 93.00000 5487.00| 82.00000 4838.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0002638 COUNTIES : ROANE LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0663428 |(2) 62-1345425 |(3) 55-0417282 |MEADOWS STONE & PAVING, INC.|BILCO CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 401002-002 BB2 54.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 242,327.00| $ 279,695.00| $ 289,752.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 BRIDGE # 10479 | | | 0325 203001-000 LUMP| 46500.00000 46500.00| 27000.00000 27000.00| 30000.00000 30000.00 DISMANTLING STRUCTURE | | | 0330 211002-000 80.000 CY | 55.00000 4400.00| 19.00000 1520.00| 75.00000 6000.00 ROCK BORROW EXCAVATION | | | 0335 212005-000 66.000 CY | 80.00000 5280.00| 70.00000 4620.00| 100.00000 6600.00 SELECT MATERIAL FOR BACKFILLING | | | 0340 218001-000 538.000 CY | 30.00000 16140.00| 19.00000 10222.00| 75.00000 40350.00 RIPRAP | | | 0345 601002-001 53.000 CY | 815.00000 43195.00| 630.00000 33390.00| 1000.00000 53000.00 CLASS B CONCRETE | | | 0350 601003-001 167.000 CY | 590.00000 98530.00| 720.00000 120240.00| 1000.00000 167000.00 CLASS K CONCRETE | | | 0360 602001-001 7861.000 LB | 1.30000 10219.30| 0.90000 7074.90| 2.00000 15722.00 REINFORCING STEEL BAR | | | 0365 602002-001 25492.000 LB | 1.30000 33139.60| 1.00000 25492.00| 1.00000 25492.00 EPOXY COATED REINFORCING STEEL BAR | | | 0375 615001-001 1.000 LS | 180000.00000 180000.00| 211000.00000 211000.00| 190000.00000 190000.00 STEEL SUPERSTRUCTURE | | | 0380 616004-008 60.000 LF | 54.00000 3240.00| 38.00000 2280.00| 75.00000 4500.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 0385 616005-008 200.000 LF | 84.50000 16900.00| 63.00000 12600.00| 75.00000 15000.00 HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0390 639001-001 LUMP| 6000.00000 6000.00| 21500.10000 21500.10| 5500.00000 5500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 463,543.90| $ 476,939.00| $ 559,164.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 705,870.90| $ 756,634.00| $ 848,916.35 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0002638 COUNTIES : ROANE LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 27000.00000 27000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 31000.00000 31000.00| | MOBILIZATION | | | 0015 207001-001 674.000 CY | 16.00000 10784.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 135.000 CY | 85.00000 11475.00| | SUBGRADE | | | 0025 207034-000 1298.000 SY | 1.40000 1817.20| | FABRIC FOR SEPARATION | | | 0030 211001-000 1647.000 CY | 24.00000 39528.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 537.000 CY | 66.00000 35442.00| | ROCK BORROW EXCAVATION | | | 0040 307001-000 318.000 CY | 84.00000 26712.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 45.000 CY | 120.00000 5400.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0050 502001-012 131.000 SY | 290.00000 37990.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 601003-001 8.000 CY | 1200.00000 9600.00| | CLASS K CONCRETE | | | 0056 604009-012 2.000 EA | 260.00000 520.00| | 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0057 604009-016 1.000 EA | 290.00000 290.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0058 604076-012 60.000 LF | 92.00000 5520.00| | 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0059 604076-016 25.000 LF | 90.00000 2250.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 604076-022 30.000 LF | 140.00000 4200.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0002638 COUNTIES : ROANE LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 605004-001 2.000 EA | 1800.00000 3600.00| | TYPE B INLET | | | 0065 605009-001 2.000 EA | 2000.00000 4000.00| | TYPE G INLET | | | 0070 607001-001 250.000 LF | 21.00000 5250.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0075 607006-001 4.000 EA | 1200.00000 4800.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0080 609001-001 30.000 SY | 110.00000 3300.00| | CONCRETE SIDEWALK | | | 0085 610003-002 112.000 LF | 85.00000 9520.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0090 633003-001 6.000 CY | 150.00000 900.00| | DUMPED ROCK GUTTER | | | 0095 636011-001 4560.000 UN | 0.78000 3556.80| | TRAFFIC CONTROL DEVICE | | | 0100 636014-001 100.000 HR | 53.00000 5300.00| | FLAGGER | | | 0105 636025-001 240.000 DA | 2.20000 528.00| | WARNING LIGHTS, TYPE B | | | 0110 637001-001 5.000 MG | 91.00000 455.00| | WATER FOR DUST PALLIATIVE | | | 0115 638002-001 17.000 EA | 60.00000 1020.00| | RIGHT OF WAY MARKER | | | 0120 639001-001 LUMP| 6300.00000 6300.00| | CONSTRUCTION LAYOUT STAKE | | | 0125 640001-001 12.000 MO | 1100.00000 13200.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0127 640003-001 LUMP| 720.00000 720.00| | BUILDING EQUIPMENT | | | 0130 642001-001 1196.000 LF | 1.40000 1674.40| | TEMPORARY BERM | | | 0135 642002-001 56.000 LF | 17.00000 952.00| | SLOPE DRAIN | | | 0140 642004-001 68.000 LB | 1.10000 74.80| | SEED MIXTURE, TEMPORARY | | | 0145 642004-002 98.000 LB | 11.00000 1078.00| | SEED MIXTURE, B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0002638 COUNTIES : ROANE LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 642004-003 45.000 LB | 11.00000 495.00| | SEED MIXTURE, D | | | 0155 642005-001 4.600 TN | 630.00000 2898.00| | MULCH, STRAW OR HAY | | | 0160 642006-001 1.000 TN | 560.00000 560.00| | FERTILIZER | | | 0165 642009-001 1914.000 LF | 1.10000 2105.40| | CONTOUR DITCH | | | 0170 642010-001 1.000 TN | 56.00000 56.00| | AGRICULTURAL LIMESTONE | | | 0175 642011-001 53.000 EA | 14.00000 742.00| | HAY OR STRAW BALE | | | 0180 642012-001 1276.000 LF | 3.90000 4976.40| | SILT FENCE | | | 0185 642031-001 30.000 EA | 140.00000 4200.00| | DITCH CHECK | | | 0190 642033-001 64.000 CY | 13.00000 832.00| | SEDIMENT TRAP | | | 0195 652001-001 0.100 TN | 56.00000 5.60| | AGRICULTURAL LIMESTONE | | | 0200 652002-001 0.200 TN | 440.00000 88.00| | FERTILIZER, 10-20-10 | | | 0205 652002-002 0.100 TN | 440.00000 44.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0210 652003-001 19.000 LB | 12.00000 228.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0215 652003-002 18.000 LB | 12.00000 216.00| | SEED MIXTURE, D | | | 0220 652004-001 0.500 TN | 4200.00000 2100.00| | STRAW OR HAY MULCH | | | 0225 655002-001 106.000 SY | 5.60000 593.60| | PERMANENT EROSION MATTING, TYPE A | | | 0230 401001-001 AA1 187.000 TN | 91.00000 17017.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0235 401001-002 AA2 171.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0240 401002-001 BB1 59.000 TN | 91.00000 5369.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0002638 COUNTIES : ROANE LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 401002-002 BB2 54.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 358,283.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 BRIDGE # 10479 | | | 0325 203001-000 LUMP| 22000.00000 22000.00| | DISMANTLING STRUCTURE | | | 0330 211002-000 80.000 CY | 66.00000 5280.00| | ROCK BORROW EXCAVATION | | | 0335 212005-000 66.000 CY | 140.00000 9240.00| | SELECT MATERIAL FOR BACKFILLING | | | 0340 218001-000 538.000 CY | 75.00000 40350.00| | RIPRAP | | | 0345 601002-001 53.000 CY | 930.00000 49290.00| | CLASS B CONCRETE | | | 0350 601003-001 167.000 CY | 930.00000 155310.00| | CLASS K CONCRETE | | | 0360 602001-001 7861.000 LB | 1.20000 9433.20| | REINFORCING STEEL BAR | | | 0365 602002-001 25492.000 LB | 1.30000 33139.60| | EPOXY COATED REINFORCING STEEL BAR | | | 0375 615001-001 1.000 LS | 223000.00000 223000.00| | STEEL SUPERSTRUCTURE | | | 0380 616004-008 60.000 LF | 120.00000 7200.00| | HP12X74 STEEL BEARING PILE, DRIVEN | | | 0385 616005-008 200.000 LF | 100.00000 20000.00| | HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0390 639001-001 LUMP| 4700.00000 4700.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 578,942.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 937,226.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9935101 COUNTIES : HANCOCK LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : KINGS CREEK BRIDGE PROJECT(S) : S315-0002/00-003.04 00 00BR 0002 361 E00 LOCATION: /KINGS CREEK, 0.06 MI S CO 11 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1466461 A & L, INC. $ 3,550,519.53 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 3,805,899.03 107.1927% 3 31-1316393 AHERN & ASSOCIATES, INC. $ 4,998,400.00 140.7793% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9935101 COUNTIES : HANCOCK LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1466461 |(2) 34-1199322 |(3) 31-1316393 |A & L, INC. |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 70000.00000 70000.00| 55000.00000 55000.00| 231097.83000 231097.83 CLEARING AND GRUBBING | | | 0015 204001-000 LUMP| 65000.00000 65000.00| 70000.00000 70000.00| 151500.00000 151500.00 MOBILIZATION | | | 0020 207001-001 67645.000 CY | 9.75000 659538.75| 9.70000 656156.50| 14.95000 1011292.75 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 1710.000 CY | 40.00000 68400.00| 50.00000 85500.00| 41.00000 70110.00 SUBGRADE | | | 0030 207034-000 10849.000 SY | 1.35000 14646.15| 1.00000 10849.00| 1.25000 13561.25 FABRIC FOR SEPARATION | | | 0035 211002-000 50.000 CY | 58.00000 2900.00| 20.00000 1000.00| 44.00000 2200.00 ROCK BORROW EXCAVATION | | | 0040 240001-000 142.000 LF | 37.00000 5254.00| 35.00000 4970.00| 59.81320 8493.47 CLEAN CULVERT | | | 0045 307001-000 2933.000 CY | 44.00000 129052.00| 40.00000 117320.00| 32.00000 93856.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 507.000 CY | 42.00000 21294.00| 40.00000 20280.00| 40.00000 20280.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0055 408002-001 742.000 GA | 2.65000 1966.30| 2.50000 1855.00| 2.50000 1855.00 BITUMINOUS MATERIAL | | | 0060 415005-001 3472.000 SY | 3.40000 11804.80| 3.25000 11284.00| 3.25000 11284.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0065 502001-012 216.000 SY | 174.00000 37584.00| 170.00000 36720.00| 150.00000 32400.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0070 601002-001 4.000 CY | 600.00000 2400.00| 800.00000 3200.00| 1200.00000 4800.00 CLASS B CONCRETE | | | 0075 604004-016 236.000 LF | 48.00000 11328.00| 80.00000 18880.00| 55.00000 12980.00 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0080 604004-020 116.000 LF | 56.00000 6496.00| 90.00000 10440.00| 63.00000 7308.00 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0085 604009-016 3.000 EA | 400.00000 1200.00| 200.00000 600.00| 580.00000 1740.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0090 604009-020 1.000 EA | 446.00000 446.00| 250.00000 250.00| 650.00000 650.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9935101 COUNTIES : HANCOCK LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1466461 |(2) 34-1199322 |(3) 31-1316393 |A & L, INC. |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 604038-016 1.000 EA | 1031.00000 1031.00| 150.00000 150.00| 380.00000 380.00 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0100 605005-001 4.000 EA | 2100.00000 8400.00| 3500.00000 14000.00| 2000.00000 8000.00 TYPE C INLET | | | 0105 605009-001 2.000 EA | 2000.00000 4000.00| 2500.00000 5000.00| 3500.00000 7000.00 TYPE G INLET | | | 0110 606025-004 50.000 LF | 8.00000 400.00| 25.00000 1250.00| 5.00000 250.00 6 INCH UNDERDRAIN PIPE | | | 0115 607001-001 2421.000 LF | 18.00000 43578.00| 11.60000 28083.60| 11.60000 28083.60 TYPE 1 GUARDRAIL, CLASS 1 | | | 0120 607006-001 4.000 EA | 1575.00000 6300.00| 1000.00000 4000.00| 1000.00000 4000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0125 607065-001 1.000 EA | 1365.00000 1365.00| 1350.00000 1350.00| 1350.00000 1350.00 FLARED END TERMINAL | | | 0130 607066-001 3.000 EA | 1942.00000 5826.00| 1600.00000 4800.00| 1600.00000 4800.00 TANGENT END TERMINAL | | | 0135 633003-001 75.000 CY | 34.00000 2550.00| 25.00000 1875.00| 50.00000 3750.00 DUMPED ROCK GUTTER | | | 0140 636007-001 7010.000 LF | 1.00000 7010.00| 0.65000 4556.50| 0.75000 5257.50 ERADICATION OF PAVEMENT MARKING | | | 0145 636008-001 15600.000 LF | 0.40000 6240.00| 0.25000 3900.00| 0.35000 5460.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0150 636011-001 17980.000 UN | 1.30000 23374.00| 1.30000 23374.00| 1.25000 22475.00 TRAFFIC CONTROL DEVICE | | | 0155 636012-010 6.000 EA | 420.00000 2520.00| 350.00000 2100.00| 400.00000 2400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0160 636013-001 120.000 EA | 2.10000 252.00| 5.00000 600.00| 2.00000 240.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0165 636014-001 700.000 HR | 48.00000 33600.00| 45.00000 31500.00| 50.00000 35000.00 FLAGGER | | | 0170 636014-002 100.000 HR | 60.00000 6000.00| 50.00000 5000.00| 50.00000 5000.00 TRAFFIC DIRECTOR | | | 0175 636017-001 1045.000 LF | 14.50000 15152.50| 17.00000 17765.00| 25.00000 26125.00 TEMPORARY CONCRETE BARRIER | | | 0180 636018-001 350.000 LF | 6.00000 2100.00| 5.00000 1750.00| 7.00000 2450.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9935101 COUNTIES : HANCOCK LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1466461 |(2) 34-1199322 |(3) 31-1316393 |A & L, INC. |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 636025-001 6480.000 DA | 1.20000 7776.00| 1.25000 8100.00| 1.15000 7452.00 WARNING LIGHTS, TYPE B | | | 0190 637001-001 135.000 MG | 101.00000 13635.00| 15.00000 2025.00| 25.00000 3375.00 WATER FOR DUST PALLIATIVE | | | 0195 638002-001 6.000 EA | 37.00000 222.00| 200.00000 1200.00| 90.00000 540.00 RIGHT OF WAY MARKER | | | 0205 639001-001 LUMP| 16316.00000 16316.00| 15000.00000 15000.00| 40000.00000 40000.00 CONSTRUCTION LAYOUT STAKE | | | 0210 640001-001 14.000 MO | 960.00000 13440.00| 1100.00000 15400.00| 2000.00000 28000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0215 640003-001 LUMP| 4080.00000 4080.00| 3000.00000 3000.00| 1250.00000 1250.00 BUILDING EQUIPMENT | | | 0219 642001-001 2336.300 LF | 0.60000 1401.78| 1.00000 2336.30| 0.50000 1168.15 TEMPORARY BERM | | | 0220 642002-001 5.000 LF | 120.00000 600.00| 50.00000 250.00| 32.00000 160.00 SLOPE DRAIN | | | 0225 642004-001 855.000 LB | 0.10000 85.50| 0.10000 85.50| 0.10000 85.50 SEED MIXTURE, TEMPORARY | | | 0226 642004-002 279.000 LB | 1.05000 292.95| 1.00000 279.00| 1.00000 279.00 SEED MIXTURE, B | | | 0227 642004-003 317.000 LB | 6.30000 1997.10| 6.00000 1902.00| 6.00000 1902.00 SEED MIXTURE, D | | | 0230 642005-001 10.000 TN | 682.00000 6820.00| 650.00000 6500.00| 650.00000 6500.00 MULCH, STRAW OR HAY | | | 0235 642005-002 1.400 TN | 1312.00000 1836.80| 1250.00000 1750.00| 1250.00000 1750.00 MULCH, WOOD CELLULOSE FIBER | | | 0240 642006-001 6.800 TN | 315.00000 2142.00| 300.00000 2040.00| 300.00000 2040.00 FERTILIZER | | | 0245 642007-001 988.000 SY | 1.00000 988.00| 0.50000 494.00| 0.50000 494.00 FIBER MATTING | | | 0246 642009-001 9918.000 LF | 0.80000 7934.40| 0.01000 99.18| 1.00000 9918.00 CONTOUR DITCH | | | 0247 642010-001 12.800 TN | 10.00000 128.00| 10.00000 128.00| 10.00000 128.00 AGRICULTURAL LIMESTONE | | | 0250 642011-001 171.000 EA | 2.00000 342.00| 15.00000 2565.00| 7.00000 1197.00 HAY OR STRAW BALE | | | 0255 642012-001 4108.000 LF | 1.00000 4108.00| 3.50000 14378.00| 2.50000 10270.00 SILT FENCE | | | 0260 642015-001 580.000 LF | 9.45000 5481.00| 20.00000 11600.00| 7.00000 4060.00 SUPER SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9935101 COUNTIES : HANCOCK LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1466461 |(2) 34-1199322 |(3) 31-1316393 |A & L, INC. |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 642031-001 8.000 EA | 58.00000 464.00| 50.00000 400.00| 55.00000 440.00 DITCH CHECK | | | 0275 642040-001 8.000 EA | 600.00000 4800.00| 50.00000 400.00| 120.00000 960.00 INLET PROTECTION, AT GRADE | | | 0280 642045-001 90.000 SY | 96.00000 8640.00| 10.00000 900.00| 12.00000 1080.00 TURBIDITY CURTAIN, | | | 0285 652002-001 2.500 TN | 525.00000 1312.50| 500.00000 1250.00| 500.00000 1250.00 FERTILIZER, 10-20-10 | | | 0290 652002-002 0.300 TN | 1050.00000 315.00| 1000.00000 300.00| 1000.00000 300.00 FERTILIZER, UREA FORMALDEHYDE | | | 0292 652003-002 103.000 LB | 12.00000 1236.00| 11.00000 1133.00| 11.00000 1133.00 SEED MIXTURE, D | | | 0295 652004-001 7.100 TN | 472.00000 3351.20| 450.00000 3195.00| 450.00000 3195.00 STRAW OR HAY MULCH | | | 0300 652004-002 0.700 TN | 525.00000 367.50| 500.00000 350.00| 500.00000 350.00 WOOD CELLULOSE FIBER MULCH | | | 0305 655001-001 1415.000 SY | 1.45000 2051.75| 1.40000 1981.00| 1.40000 1981.00 MATTING | | | 0310 655002-001 511.000 SY | 6.00000 3066.00| 5.50000 2810.50| 500.00000 255500.00 PERMANENT EROSION MATTING, TYPE A | | | 0315 664001-008 2.000 EA | 5775.00000 11550.00| 4950.00000 9900.00| 3900.00000 7800.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0320 664001-009 2.000 EA | 1575.00000 3150.00| 1500.00000 3000.00| 800.00000 1600.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0325 665004-001 6.000 EA | 1600.00000 9600.00| 500.00000 3000.00| 1200.00000 7200.00 WATER WELL SURVEY | | | 0330 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0335 401001-001 AA1 200.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0340 401001-002 AA2 184.000 TN | 68.00000 12512.00| 65.00000 11960.00| 65.00000 11960.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0345 401001-011 AB1 1519.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0350 401001-012 AB2 1451.000 TN | 52.00000 75452.00| 50.00000 72550.00| 50.00000 72550.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9935101 COUNTIES : HANCOCK LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1466461 |(2) 34-1199322 |(3) 31-1316393 |A & L, INC. |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 401001-011 AC1 3894.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0360 401001-012 AC2 3714.000 TN | 45.00000 167130.00| 45.00000 167130.00| 45.00000 167130.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0365 402001-011 AD1 1215.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0370 402001-012 AD2 1157.000 TN | 57.00000 65949.00| 55.00000 63635.00| 55.00000 63635.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0375 636002-001 AE1 10.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0380 636002-002 AE2 9.000 TN | 25.00000 225.00| 95.00000 855.00| 45.00000 405.00 AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,740,606.98| $ 1,690,040.08| $ 2,557,267.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0385 657008-001 126.000 LF | 10.00000 1260.00| 4.90000 617.40| 4.90000 617.40 2.00 LB CHANNEL POST | | | 0390 657010-001 227.000 LF | 13.00000 2951.00| 5.90000 1339.30| 5.90000 1339.30 3.00 LB CHANNEL POST | | | 0395 657018-001 13.000 EA | 105.00000 1365.00| 35.00000 455.00| 35.00000 455.00 POST REMOVAL | | | 0400 661001-001 155.000 SF | 26.00000 4030.00| 18.50000 2867.50| 18.50000 2867.50 0.080 IN FLAT SHEET SIGN | | | 0405 661011-001 3.000 EA | 105.00000 315.00| 45.00000 135.00| 45.00000 135.00 INSTALLATION OF REUSABLE SIGN | | | 0410 663001-004 4846.000 LF | 0.30000 1453.80| 0.25000 1211.50| 0.25000 1211.50 EDGE LINE, TYPE II WHITE | | | 0415 663003-005 4810.000 LF | 0.30000 1443.00| 0.25000 1202.50| 0.25000 1202.50 BARRIER LINE, TYPE II | | | 0420 663004-004 55.000 LF | 0.55000 30.25| 0.50000 27.50| 0.50000 27.50 CHANNELIZING LINE, TYPE II | | | 0425 663005-010 95.000 LF | 11.00000 1045.00| 10.00000 950.00| 10.50000 997.50 STOP LINE, TYPE V ,(24") | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9935101 COUNTIES : HANCOCK LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1466461 |(2) 34-1199322 |(3) 31-1316393 |A & L, INC. |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 663010-010 2.000 EA | 158.00000 316.00| 150.00000 300.00| 150.00000 300.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 14,209.05| $ 9,105.70| $ 9,153.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SEDIMENT BASIN | | | 0435 207001-001 344.000 CY | 18.00000 6192.00| 10.00000 3440.00| 18.00000 6192.00 UNCLASSIFIED EXCAVATION | | | 0440 211002-000 50.000 CY | 52.00000 2600.00| 20.00000 1000.00| 55.00000 2750.00 ROCK BORROW EXCAVATION | | | 0445 211017-001 264.000 SF | 25.00000 6600.00| 10.00000 2640.00| 30.00000 7920.00 IMPERVIOUS CORE | | | 0450 604004-020 36.000 LF | 37.00000 1332.00| 90.00000 3240.00| 100.00000 3600.00 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0455 604009-020 1.000 EA | 530.00000 530.00| 250.00000 250.00| 645.00000 645.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0460 633003-001 5.000 CY | 59.00000 295.00| 25.00000 125.00| 50.00000 250.00 DUMPED ROCK GUTTER | | | 0465 639001-001 LUMP| 5439.00000 5439.00| 1500.00000 1500.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0470 642035-001 1.000 EA | 2647.00000 2647.00| 5000.00000 5000.00| 3000.00000 3000.00 RISER | | | 0475 642036-001 150.000 CY | 15.00000 2250.00| 20.00000 3000.00| 12.00000 1800.00 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 27,885.00| $ 20,195.00| $ 28,157.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #10510 | | | 0480 203001-000 LUMP| 50000.00000 50000.00| 175000.00000 175000.00| 280000.00000 280000.00 DISMANTLING STRUCTURE | | | 0485 212001-000 216.000 CY | 35.00000 7560.00| 60.00000 12960.00| 50.00000 10800.00 STRUCTURE EXCAVATION | | | 0490 212002-000 6.000 CY | 629.00000 3774.00| 500.00000 3000.00| 1700.00000 10200.00 WET EXCAVATION | | | 0495 212005-000 91.000 CY | 46.00000 4186.00| 145.00000 13195.00| 120.00000 10920.00 SELECT MATERIAL FOR BACKFILLING | | | 0500 218004-001 218.000 SY | 40.00000 8720.00| 19.00000 4142.00| 27.00000 5886.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9935101 COUNTIES : HANCOCK LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1466461 |(2) 34-1199322 |(3) 31-1316393 |A & L, INC. |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0505 601002-001 384.000 CY | 475.00000 182400.00| 1000.00000 384000.00| 640.00000 245760.00 CLASS B CONCRETE | | | 0510 601009-001 577.000 CY | 550.00000 317350.00| 610.00000 351970.00| 700.00000 403900.00 CLASS H CONCRETE | | | 0515 602001-001 62575.000 LB | 1.10000 68832.50| 0.95000 59446.25| 1.25000 78218.75 REINFORCING STEEL BAR | | | 0520 602002-001 121240.000 LB | 1.20000 145488.00| 1.00000 121240.00| 1.30000 157612.00 EPOXY COATED REINFORCING STEEL BAR | | | 0525 603018-025 1618.000 LF | 335.00000 542030.00| 275.00000 444950.00| 375.00000 606750.00 60 INCH PRESTRESSED CONCRETE I BEAM | | | 0530 615003-001 1.000 LS | 10342.00000 10342.00| 13000.00000 13000.00| 5000.00000 5000.00 FABRICATED STRUCTURAL STEEL | | | 0535 616004-007 1372.000 LF | 54.00000 74088.00| 45.00000 61740.00| 53.00000 72716.00 HP12X63 STEEL BEARING PILE, DRIVEN | | | 0540 616005-007 850.000 LF | 84.00000 71400.00| 60.00000 51000.00| 64.00000 54400.00 HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0545 617003-001 726.000 LF | 89.00000 64614.00| 110.00000 79860.00| 110.00000 79860.00 ALUMINUM RAILING | | | 0550 625001-028 46.000 LF | 970.00000 44620.00| 3425.00000 157550.00| 1350.00000 62100.00 84 INCH DIAMETER DRILLED CAISSONS | | | 0555 625003-026 28.000 LF | 2804.00000 78512.00| 2860.00000 80080.00| 4800.00000 134400.00 78 INCH ROCK SOCKET FOUNDATION | | | 0560 625004-028 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 111150.00000 111150.00 84 INCH DRILLED CAISSON TEST HOLE | | | 0565 639001-001 LUMP| 27194.00000 27194.00| 15000.00000 15000.00| 17500.00000 17500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,721,110.50| $ 2,058,133.25| $ 2,347,172.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SANITARY SEWER RELOCATION | | | 0570 639001-001 LUMP| 5439.00000 5439.00| 1500.00000 1500.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0575 675007-022 100.000 LF | 7.00000 700.00| 100.00000 10000.00| 75.00000 7500.00 8 INCH PLASTIC SEWER PIPE | | | 0580 675014-001 1.000 EA | 8400.00000 8400.00| 6500.00000 6500.00| 6000.00000 6000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0585 675015-001 1.000 EA | 7300.00000 7300.00| 3500.00000 3500.00| 4000.00000 4000.00 DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 0590 675021-300 89.000 LF | 203.00000 18067.00| 25.00000 2225.00| 350.00000 31150.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875" | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9935101 COUNTIES : HANCOCK LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1466461 |(2) 34-1199322 |(3) 31-1316393 |A & L, INC. |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0595 675027-001 1.000 EA | 2602.00000 2602.00| 1500.00000 1500.00| 2000.00000 2000.00 MANHOLE REMOVAL | | | SECTION TOTALS | $ 42,508.00| $ 25,225.00| $ 53,150.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0600 640004-001 LUMP| 4200.00000 4200.00| 3200.00000 3200.00| 3500.00000 3500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,200.00| $ 3,200.00| $ 3,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,550,519.53| $ 3,805,899.03| $ 4,998,400.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : VETERANS PARK BRIDGE PROJECT(S) : S317-0098/00-003.41 00 00BR 0098 066 E00 LOCATION: /WEST FORK RIVER, 0.01 MI W US 19 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0609442 MEC CONSTRUCTION, INC. $ 3,676,585.24 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 3,703,519.30 100.7325% 3 34-1603251 BECDIR CONSTRUCTION COMPANY, INC. $ 4,092,127.76 111.3024% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 4,121,124.00 112.0910% 5 31-1316393 AHERN & ASSOCIATES, INC. $ 4,412,400.00 120.0135% 25-1696132 BRAYMAN CONSTRUCTION CORPORATION IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 34-1199322 |(3) 34-1603251 |MEC CONSTRUCTION, INC. |VELOTTA COMPANY, THE |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 175000.00000 175000.00| 125000.00000 125000.00| 75000.00000 75000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 24000.00000 24000.00| 75000.00000 75000.00| 120000.00000 120000.00 MOBILIZATION | | | 0015 207001-001 779.000 CY | 30.00000 23370.00| 12.00000 9348.00| 28.00000 21812.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1141.000 CY | 45.00000 51345.00| 45.00000 51345.00| 35.00000 39935.00 SUBGRADE | | | 0025 207034-000 5964.000 SY | 1.00000 5964.00| 1.50000 8946.00| 1.25000 7455.00 FABRIC FOR SEPARATION | | | 0030 211001-000 4338.000 CY | 8.60000 37306.80| 10.00000 43380.00| 17.50000 75915.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 1057.000 CY | 45.00000 47565.00| 45.00000 47565.00| 40.00000 42280.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0040 408002-001 1708.000 GA | 1.10000 1878.80| 1.00000 1708.00| 1.00000 1708.00 BITUMINOUS MATERIAL | | | 0045 415005-001 520.000 SY | 8.95000 4654.00| 12.00000 6240.00| 8.00000 4160.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0050 502001-012 271.000 SY | 145.00000 39295.00| 165.00000 44715.00| 160.00000 43360.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 601002-001 5.000 CY | 1415.00000 7075.00| 1600.00000 8000.00| 1275.00000 6375.00 CLASS B CONCRETE | | | 0060 604037-016 50.000 LF | 80.00000 4000.00| 110.00000 5500.00| 110.00000 5500.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0065 605001-001 7.000 EA | 2700.00000 18900.00| 3725.00000 26075.00| 2000.00000 14000.00 TYPE A MANHOLE | | | 0070 605004-001 2.000 EA | 1500.00000 3000.00| 2790.00000 5580.00| 1700.00000 3400.00 TYPE B INLET | | | 0075 605007-001 10.000 EA | 3500.00000 35000.00| 3200.00000 32000.00| 3000.00000 30000.00 TYPE E INLET | | | 0080 605008-001 1.000 EA | 4000.00000 4000.00| 4900.00000 4900.00| 4500.00000 4500.00 TYPE F INLET | | | 0085 605009-001 3.000 EA | 2000.00000 6000.00| 3050.00000 9150.00| 2700.00000 8100.00 TYPE G INLET | | | 0090 605014-001 1.000 EA | 2300.00000 2300.00| 3750.00000 3750.00| 2700.00000 2700.00 MODIFIED INLET, TYPE G | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 34-1199322 |(3) 34-1603251 |MEC CONSTRUCTION, INC. |VELOTTA COMPANY, THE |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607001-001 1005.000 LF | 16.50000 16582.50| 13.85000 13919.25| 14.00000 14070.00 TYPE 1 GUARDRAIL, CLASS I | | | 0100 607006-001 3.000 EA | 1100.00000 3300.00| 1100.00000 3300.00| 1125.00000 3375.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0105 607065-001 2.000 EA | 1500.00000 3000.00| 1250.00000 2500.00| 1275.00000 2550.00 FLARED END TERMINAL | | | 0110 608008-001 3000.000 LF | 3.32000 9960.00| 2.00000 6000.00| 3.50000 10500.00 4 FT SAFETY FENCE | | | 0115 609001-001 562.000 SY | 55.00000 30910.00| 45.00000 25290.00| 34.50000 19389.00 CONCRETE SIDEWALK | | | 0120 609002-001 69.000 CY | 53.00000 3657.00| 75.00000 5175.00| 50.00000 3450.00 BED COURSE MATERIAL | | | 0125 610001-001 3268.000 LF | 27.50000 89870.00| 20.00000 65360.00| 19.00000 62092.00 PLAIN CONCRETE CURBING, TYPE I | | | 0130 633001-001 130.000 SY | 90.00000 11700.00| 75.00000 9750.00| 72.00000 9360.00 CONCRETE GUTTER | | | 0135 633003-001 23.000 CY | 39.00000 897.00| 150.00000 3450.00| 89.00000 2047.00 DUMPED ROCK GUTTER | | | 0140 636007-001 4500.000 LF | 0.72000 3240.00| 0.45000 2025.00| 0.66000 2970.00 ERADICATION OF PAVEMENT MARKING | | | 0145 636008-001 6000.000 LF | 0.15000 900.00| 0.12000 720.00| 0.15000 900.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0150 636009-001 8500.000 LF | 1.10000 9350.00| 1.00000 8500.00| 1.05000 8925.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0155 636011-001 11375.000 UN | 0.98000 11147.50| 0.75000 8531.25| 0.90000 10237.50 TRAFFIC CONTROL DEVICE | | | 0160 636012-010 6.000 EA | 55.00000 330.00| 100.00000 600.00| 305.00000 1830.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0165 636013-001 100.000 EA | 1.66000 166.00| 1.00000 100.00| 3.05000 305.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 700.000 HR | 53.00000 37100.00| 42.00000 29400.00| 25.00000 17500.00 FLAGGER | | | 0175 636017-001 1350.000 LF | 20.00000 27000.00| 12.00000 16200.00| 12.00000 16200.00 TEMPORARY CONCRETE BARRIER | | | 0180 636018-001 1410.000 LF | 5.15000 7261.50| 8.00000 11280.00| 8.00000 11280.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 34-1199322 |(3) 34-1603251 |MEC CONSTRUCTION, INC. |VELOTTA COMPANY, THE |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 636025-001 3600.000 DA | 1.10000 3960.00| 0.40000 1440.00| 1.05000 3780.00 WARNING LIGHTS, TYPE B | | | 0190 636025-001 6000.000 DA | 0.55000 3300.00| 0.33000 1980.00| 0.51000 3060.00 WARNING LIGHTS, TYPE C | | | 0195 637001-001 16.000 MG | 11.00000 176.00| 50.00000 800.00| 45.00000 720.00 WATER FOR DUST PALLIATIVE | | | 0200 638002-001 18.000 EA | 68.00000 1224.00| 200.00000 3600.00| 34.00000 612.00 RIGHT OF WAY MARKER | | | 0205 639001-001 LUMP| 14225.00000 14225.00| 35000.00000 35000.00| 35000.00000 35000.00 CONSTRUCTION LAYOUT STAKE | | | 0210 640001-001 12.000 MO | 810.00000 9720.00| 1100.00000 13200.00| 1250.00000 15000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0215 640003-001 LUMP| 1760.00000 1760.00| 1500.00000 1500.00| 2600.00000 2600.00 BUILDING EQUIPMENT | | | 0220 642001-001 2750.000 LF | 1.30000 3575.00| 1.00000 2750.00| 2.00000 5500.00 TEMPORARY BERM | | | 0225 642002-001 160.000 LF | 13.50000 2160.00| 9.00000 1440.00| 8.00000 1280.00 SLOPE DRAIN | | | 0230 642004-001 167.000 LB | 0.65000 108.55| 0.60000 100.20| 0.61000 101.87 SEED MIXTURE, TEMPORARY | | | 0235 642004-002 273.000 LB | 3.30000 900.90| 3.00000 819.00| 3.05000 832.65 SEED MIXTURE, B | | | 0240 642004-003 195.000 LB | 5.50000 1072.50| 5.00000 975.00| 5.10000 994.50 SEED MIXTURE, D | | | 0245 642005-001 6.000 TN | 220.00000 1320.00| 200.00000 1200.00| 205.00000 1230.00 MULCH, STRAW OR HAY | | | 0250 642005-002 3.000 TN | 830.00000 2490.00| 750.00000 2250.00| 765.00000 2295.00 MULCH, WOOD CELLULOSE FIBER | | | 0255 642006-001 2.000 TN | 2210.00000 4420.00| 2000.00000 4000.00| 2040.00000 4080.00 FERTILIZER | | | 0260 642009-001 4400.000 LF | 1.35000 5940.00| 1.80000 7920.00| 1.50000 6600.00 CONTOUR DITCH | | | 0265 642010-001 3.000 TN | 27.50000 82.50| 25.00000 75.00| 25.50000 76.50 AGRICULTURAL LIMESTONE | | | 0270 642011-001 184.000 EA | 9.85000 1812.40| 5.50000 1012.00| 7.50000 1380.00 HAY OR STRAW BALE | | | 0275 642012-001 4420.000 LF | 2.90000 12818.00| 2.00000 8840.00| 2.00000 8840.00 SILT FENCE | | | 0280 642031-001 28.000 EA | 32.00000 896.00| 175.00000 4900.00| 60.00000 1680.00 DITCH CHECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 34-1199322 |(3) 34-1603251 |MEC CONSTRUCTION, INC. |VELOTTA COMPANY, THE |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642033-001 220.000 CY | 6.70000 1474.00| 40.00000 8800.00| 7.00000 1540.00 SEDIMENT TRAP | | | 0290 652001-001 3.000 TN | 28.00000 84.00| 25.00000 75.00| 25.50000 76.50 AGRICULTURAL LIMESTONE | | | 0295 652002-001 3.000 TN | 2000.00000 6000.00| 1800.00000 5400.00| 1835.00000 5505.00 FERTILIZER, 10-20-10 | | | 0300 652002-002 1.000 TN | 2210.00000 2210.00| 2000.00000 2000.00| 2040.00000 2040.00 FERTILIZER, UREA FORMALDEHYDE | | | 0305 652003-001 437.000 LB | 2.20000 961.40| 2.00000 874.00| 2.10000 917.70 SEED MIXTURES, B, C-1, OR C-2 | | | 0310 652003-002 301.000 LB | 6.10000 1836.10| 5.50000 1655.50| 5.60000 1685.60 SEED MIXTURE, D | | | 0315 652004-001 9.000 TN | 138.00000 1242.00| 125.00000 1125.00| 127.50000 1147.50 STRAW OR HAY MULCH | | | 0320 652004-002 4.000 TN | 440.00000 1760.00| 400.00000 1600.00| 408.00000 1632.00 WOOD CELLULOSE FIBER MULCH | | | 0325 664001-008 3.000 EA | 4970.00000 14910.00| 3500.00000 10500.00| 3575.00000 10725.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0330 664001-009 2.000 EA | 1650.00000 3300.00| 900.00000 1800.00| 920.00000 1840.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0335 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0340 401001-001 AA1 2753.000 TN | 44.75000 123196.75| 37.50000 103237.50| 38.00000 104614.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0345 401001-002 AA2 2629.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0350 401001-001 AB1 1071.000 TN | 44.75000 47927.25| 41.50000 44446.50| 42.50000 45517.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0355 401001-002 AB2 1023.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0360 402001-001 AC1 675.000 TN | 47.35000 31961.25| 52.00000 35100.00| 53.00000 35775.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0365 402001-002 AC2 645.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 34-1199322 |(3) 34-1603251 |MEC CONSTRUCTION, INC. |VELOTTA COMPANY, THE |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 401003-001 AD1 553.000 TN | 45.00000 24885.00| 42.00000 23226.00| 43.00000 23779.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0375 401003-002 AD2 528.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0380 604025-012 AE1 448.000 LF | | | 44.00000 19712.00 15 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0385 604037-012 AE2 448.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0390 604076-012 AE3 448.000 LF | 53.00000 23744.00| 72.00000 32256.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0395 604025-012 AF1 36.000 LF | | | 50.00000 1800.00 15 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0400 604076-012 AF2 36.000 LF | 53.00000 1908.00| 75.00000 2700.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0405 604025-016 AG1 293.000 LF | | | 48.00000 14064.00 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0410 604037-016 AG2 293.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0415 604076-016 AG3 293.000 LF | 60.00000 17580.00| 74.00000 21682.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0420 636002-001 AH1 160.000 TN | 21.00000 3360.00| 50.00000 8000.00| 47.00000 7520.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0425 636002-002 AH2 144.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,138,125.70| $ 1,119,381.20| $ 1,079,533.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING | | | 0430 657006-001 191.000 LF | 22.50000 4297.50| 35.00000 6685.00| 36.00000 6876.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 34-1199322 |(3) 34-1603251 |MEC CONSTRUCTION, INC. |VELOTTA COMPANY, THE |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0435 657008-001 114.000 LF | 5.30000 604.20| 8.00000 912.00| 8.15000 929.10 2.00 LB CHANNEL POST | | | 0440 657010-001 227.000 LF | 6.40000 1452.80| 9.00000 2043.00| 9.20000 2088.40 3.00 LB CHANNEL POST | | | 0445 657012-001 37.000 LF | 7.75000 286.75| 10.00000 370.00| 10.25000 379.25 4.00 LB BACK TO BACK CHANNEL POST | | | 0450 657017-001 4.000 CY | 1220.00000 4880.00| 1350.00000 5400.00| 1377.00000 5508.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0455 657018-001 22.000 EA | 55.00000 1210.00| 25.00000 550.00| 25.50000 561.00 POST REMOVAL | | | 0460 661001-001 283.000 SF | 18.00000 5094.00| 23.00000 6509.00| 23.50000 6650.50 0.080 IN FLAT SHEET SIGN | | | 0465 661011-001 4.000 EA | 50.00000 200.00| 150.00000 600.00| 153.00000 612.00 INSTALLATION OF REUSABLE SIGN | | | SECTION TOTALS | $ 18,025.25| $ 23,069.00| $ 23,604.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0470 663001-004 4000.000 LF | 0.20000 800.00| 0.12000 480.00| 0.19000 760.00 EDGE LINE, TYPE II ,WHITE | | | 0475 663002-005 200.000 LF | 0.20000 40.00| 0.12000 24.00| 0.19000 38.00 LANE LINE OR CENTERLINE, TYPE II ,YELLOW| | | 0480 663003-005 3900.000 LF | 0.20000 780.00| 0.12000 468.00| 0.19000 741.00 BARRIER LINE, TYPE II | | | 0485 663004-004 660.000 LF | 0.28000 184.80| 0.24000 158.40| 0.26000 171.60 CHANNELIZING LINE, TYPE II (8") | | | 0490 663005-010 110.000 LF | 11.50000 1265.00| 10.00000 1100.00| 10.75000 1182.50 STOP LINE, TYPE V (24") | | | 0495 663007-004 90.000 LF | 2.75000 247.50| 1.25000 112.50| 2.55000 229.50 STRIPE, TYPE II ,YELLOW (12") | | | 0500 663010-010 24.000 EA | 155.00000 3720.00| 140.00000 3360.00| 142.50000 3420.00 LANE ARROW, TYPE V | | | 0505 663011-010 24.000 EA | 50.00000 1200.00| 50.00000 1200.00| 46.00000 1104.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 8,237.30| $ 6,902.90| $ 7,646.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 TRAFFIC SIGNALS | | | 0510 660001-001 LUMP| 10550.00000 10550.00| 9557.00000 9557.00| 9750.00000 9750.00 SIGNAL CONTROLLER ,01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 34-1199322 |(3) 34-1603251 |MEC CONSTRUCTION, INC. |VELOTTA COMPANY, THE |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0515 660002-020 LUMP| 27550.00000 27550.00| 24938.00000 24938.00| 25500.00000 25500.00 TRAFFIC DETECTOR, VTDS ,01 | | | 0520 660003-006 33.000 EA | 450.00000 14850.00| 406.00000 13398.00| 414.00000 13662.00 SIGNAL SECTION, V-12 | | | 0525 660004-040 2.000 EA | 9450.00000 18900.00| 8559.00000 17118.00| 8730.00000 17460.00 SIGNAL SUPPORT, C1 | | | 0530 660004-042 2.000 EA | 10200.00000 20400.00| 9250.00000 18500.00| 9435.00000 18870.00 SIGNAL SUPPORT, C1L | | | 0535 660007-001 LUMP| 9600.00000 9600.00| 8678.00000 8678.00| 8850.00000 8850.00 MISCELLANEOUS SIGNAL ,01 | | | 0540 660007-001 LUMP| 9500.00000 9500.00| 8526.00000 8526.00| 8700.00000 8700.00 MISCELLANEOUS SIGNAL ,02 | | | 0545 660010-001 1.000 EA | 4600.00000 4600.00| 4197.00000 4197.00| 4280.00000 4280.00 PRIORITY CONTROL SYSTEM DETECTOR ,D2 | | | SECTION TOTALS | $ 115,950.00| $ 104,912.00| $ 107,072.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ROADWAY LIGHTING | | | 0550 662002-001 LUMP| 19700.00000 19700.00| 17799.00000 17799.00| 18150.00000 18150.00 GALVANIZED STEEL CONDUIT ,01 | | | 0555 662006-001 3.000 EA | 885.00000 2655.00| 800.00000 2400.00| 815.00000 2445.00 JUNCTION BOX, TYPE A | | | 0560 662006-001 6.000 EA | 835.00000 5010.00| 754.00000 4524.00| 770.00000 4620.00 JUNCTION BOX, TYPE H, 10"X10" | | | 0565 662007-001 6.000 EA | 590.00000 3540.00| 534.00000 3204.00| 545.00000 3270.00 LUMINAIRE, 250W | | | 0570 662008-001 1.000 LS | 6200.00000 6200.00| 5592.00000 5592.00| 5700.00000 5700.00 CABLE, ,01 | | | 0575 662010-001 2.000 EA | 4000.00000 8000.00| 3583.00000 7166.00| 3655.00000 7310.00 LIGHTING SUPPORT, TYPE I, (40-12) | | | 0580 662010-001 3.000 EA | 4500.00000 13500.00| 4099.00000 12297.00| 4180.00000 12540.00 LIGHTING SUPPORT, TYPE I, (40-15) | | | 0585 662013-001 LUMP| 3065.00000 3065.00| 2775.00000 2775.00| 2830.00000 2830.00 SERVICE AND CONTROL STATION, ,01 | | | 0590 662014-001 LUMP| 5140.00000 5140.00| 4650.00000 4650.00| 4750.00000 4750.00 INCIDENTAL ELECTRICAL WORK | | | 0595 662015-001 1.000 LS | 1570.00000 1570.00| 1421.00000 1421.00| 1450.00000 1450.00 ELECTRICAL TEST, ,01 | | | 0600 662016-001 LUMP| 4400.00000 4400.00| 4000.00000 4000.00| 4100.00000 4100.00 SYSTEM MODIFICATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 34-1199322 |(3) 34-1603251 |MEC CONSTRUCTION, INC. |VELOTTA COMPANY, THE |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 72,780.00| $ 65,828.00| $ 67,165.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #10100 | | | 0605 203001-000 LUMP| 57000.00000 57000.00| 50000.00000 50000.00| 75000.00000 75000.00 DISMANTLING STRUCTURE | | | 0610 211003-000 5035.000 CY | 0.01000 50.35| 30.00000 151050.00| 35.00000 176225.00 SELECT BORROW EXCAVATION | | | 0615 212001-000 714.000 CY | 25.00000 17850.00| 100.00000 71400.00| 31.50000 22491.00 STRUCTURE EXCAVATION | | | 0620 212002-000 90.000 CY | 50.00000 4500.00| 150.00000 13500.00| 50.00000 4500.00 WET EXCAVATION | | | 0625 212003-000 75.000 CY | 100.00000 7500.00| 175.00000 13125.00| 115.00000 8625.00 ROCK EXCAVATION | | | 0630 212004-000 4.000 EA | 30000.00000 120000.00| 21250.00000 85000.00| 50000.00000 200000.00 COFFERDAM | | | 0635 212005-000 224.000 CY | 110.00000 24640.00| 120.00000 26880.00| 50.00000 11200.00 SELECT MATERIAL FOR BACKFILLING | | | 0640 218006-000 471.000 CY | 30.00000 14130.00| 35.00000 16485.00| 7.50000 3532.50 FOUNDATION PROTECTION | | | 0645 601002-001 812.000 CY | 470.00000 381640.00| 500.00000 406000.00| 580.00000 470960.00 CLASS B CONCRETE | | | 0650 601003-001 83.000 CY | 720.00000 59760.00| 580.00000 48140.00| 500.00000 41500.00 CLASS K CONCRETE | | | 0655 601009-001 460.000 CY | 650.00000 299000.00| 480.00000 220800.00| 560.00000 257600.00 CLASS H CONCRETE | | | 0660 601019-001 13195.000 SF | 1.59000 20980.05| 1.10000 14514.50| 0.80000 10556.00 CONCRETE PROTECTIVE COATING | | | 0665 602001-001 173786.000 LB | 1.00000 173786.00| 0.95000 165096.70| 0.86000 149455.96 REINFORCING STEEL BAR | | | 0670 602002-001 88109.000 LB | 1.15000 101325.35| 1.00000 88109.00| 1.07000 94276.63 EPOXY COATED REINFORCING STEEL BAR | | | 0675 615001-001 578065.000 LS | 850140.00000 850140.00| 815000.00000 815000.00| 957000.00000 957000.00 STEEL SUPERSTRUCTURE | | | 0680 616004-003 610.000 LF | 40.00000 24400.00| 38.00000 23180.00| 52.00000 31720.00 HP10X42 STEEL BEARING PILE, DRIVEN | | | 0685 616005-003 448.000 LF | 85.00000 38080.00| 85.00000 38080.00| 150.00000 67200.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0690 617003-001 323.000 LF | 115.00000 37145.00| 125.00000 40375.00| 80.00000 25840.00 ALUMINUM RAILING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 34-1199322 |(3) 34-1603251 |MEC CONSTRUCTION, INC. |VELOTTA COMPANY, THE |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0695 639001-001 LUMP| 13000.00000 13000.00| 15000.00000 15000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0700 642008-001 824.000 LF | 0.01000 8.24| 30.00000 24720.00| 136.00000 112064.00 TEMPORARY PIPE | | | 0705 679006-001 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 TEST SLAB | | | SECTION TOTALS | $ 2,245,934.99| $ 2,327,455.20| $ 2,736,746.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATERLINE RELOCATION | | | 0710 639001-001 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 800.00000 800.00 CONSTRUCTION LAYOUT STAKE | | | 0715 670004-221 300.000 LF | 52.00000 15600.00| 50.00000 15000.00| 47.00000 14100.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0720 670019-221 2.000 EA | 3000.00000 6000.00| 2000.00000 4000.00| 2000.00000 4000.00 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 0725 670023-001 4.000 EA | 140.00000 560.00| 500.00000 2000.00| 100.00000 400.00 ADJUSTING VALVE BOX | | | SECTION TOTALS | $ 23,160.00| $ 22,000.00| $ 19,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 SANITARY SEWER RECONSTRUCTION | | | 0730 639001-001 LUMP| 1000.00000 1000.00| 2800.00000 2800.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0735 675013-221 202.000 LF | 66.00000 13332.00| 73.00000 14746.00| 50.00000 10100.00 8 INCH RECONSTRUCTED SANITARY SEWER, | | | SDR-35 PVC | | | 0740 675018-001 5.000 EA | 1650.00000 8250.00| 1575.00000 7875.00| 1250.00000 6250.00 ADJUSTING MANHOLE | | | 0745 675021-300 182.000 LF | 165.00000 30030.00| 25.00000 4550.00| 155.00000 28210.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 INCH | | | SECTION TOTALS | $ 52,612.00| $ 29,971.00| $ 46,060.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 COMPUTER SYSTEM | | | 0750 640004-001 LUMP| 1760.00000 1760.00| 4000.00000 4000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 34-1199322 |(3) 34-1603251 |MEC CONSTRUCTION, INC. |VELOTTA COMPANY, THE |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,760.00| $ 4,000.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,676,585.24| $ 3,703,519.30| $ 4,092,127.76 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 31-1316393 | |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 120000.00000 120000.00| 199199.65000 199199.65| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 120000.00000 120000.00| 135000.00000 135000.00| MOBILIZATION | | | 0015 207001-001 779.000 CY | 12.00000 9348.00| 14.50000 11295.50| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1141.000 CY | 41.00000 46781.00| 55.00000 62755.00| SUBGRADE | | | 0025 207034-000 5964.000 SY | 1.25000 7455.00| 1.50000 8946.00| FABRIC FOR SEPARATION | | | 0030 211001-000 4338.000 CY | 17.00000 73746.00| 14.00000 60732.00| UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 1057.000 CY | 41.00000 43337.00| 48.00000 50736.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0040 408002-001 1708.000 GA | 1.10000 1878.80| 1.25000 2135.00| BITUMINOUS MATERIAL | | | 0045 415005-001 520.000 SY | 8.80000 4576.00| 12.75000 6630.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0050 502001-012 271.000 SY | 140.00000 37940.00| 136.00000 36856.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 601002-001 5.000 CY | 1200.00000 6000.00| 2200.00000 11000.00| CLASS B CONCRETE | | | 0060 604037-016 50.000 LF | 115.00000 5750.00| 115.00000 5750.00| 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0065 605001-001 7.000 EA | 3800.00000 26600.00| 4000.00000 28000.00| TYPE A MANHOLE | | | 0070 605004-001 2.000 EA | 2500.00000 5000.00| 2300.00000 4600.00| TYPE B INLET | | | 0075 605007-001 10.000 EA | 2500.00000 25000.00| 6100.00000 61000.00| TYPE E INLET | | | 0080 605008-001 1.000 EA | 2300.00000 2300.00| 4600.00000 4600.00| TYPE F INLET | | | 0085 605009-001 3.000 EA | 1500.00000 4500.00| 2600.00000 7800.00| TYPE G INLET | | | 0090 605014-001 1.000 EA | 1750.00000 1750.00| 4150.00000 4150.00| MODIFIED INLET, TYPE G | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 31-1316393 | |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607001-001 1005.000 LF | 15.00000 15075.00| 15.00000 15075.00| TYPE 1 GUARDRAIL, CLASS I | | | 0100 607006-001 3.000 EA | 1200.00000 3600.00| 1000.00000 3000.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0105 607065-001 2.000 EA | 1400.00000 2800.00| 1350.00000 2700.00| FLARED END TERMINAL | | | 0110 608008-001 3000.000 LF | 4.00000 12000.00| 2.20000 6600.00| 4 FT SAFETY FENCE | | | 0115 609001-001 562.000 SY | 42.00000 23604.00| 34.00000 19108.00| CONCRETE SIDEWALK | | | 0120 609002-001 69.000 CY | 50.00000 3450.00| 55.00000 3795.00| BED COURSE MATERIAL | | | 0125 610001-001 3268.000 LF | 20.00000 65360.00| 25.00000 81700.00| PLAIN CONCRETE CURBING, TYPE I | | | 0130 633001-001 130.000 SY | 72.00000 9360.00| 100.00000 13000.00| CONCRETE GUTTER | | | 0135 633003-001 23.000 CY | 50.00000 1150.00| 50.00000 1150.00| DUMPED ROCK GUTTER | | | 0140 636007-001 4500.000 LF | 0.75000 3375.00| 0.45000 2025.00| ERADICATION OF PAVEMENT MARKING | | | 0145 636008-001 6000.000 LF | 0.18000 1080.00| 0.12000 720.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0150 636009-001 8500.000 LF | 1.10000 9350.00| 1.00000 8500.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0155 636011-001 11375.000 UN | 0.80000 9100.00| 0.75000 8531.25| TRAFFIC CONTROL DEVICE | | | 0160 636012-010 6.000 EA | 10.00000 60.00| 100.00000 600.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0165 636013-001 100.000 EA | 0.60000 60.00| 1.00000 100.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 700.000 HR | 52.00000 36400.00| 50.00000 35000.00| FLAGGER | | | 0175 636017-001 1350.000 LF | 12.00000 16200.00| 19.00000 25650.00| TEMPORARY CONCRETE BARRIER | | | 0180 636018-001 1410.000 LF | 5.00000 7050.00| 3.00000 4230.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 31-1316393 | |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 636025-001 3600.000 DA | 1.50000 5400.00| 0.40000 1440.00| WARNING LIGHTS, TYPE B | | | 0190 636025-001 6000.000 DA | 0.50000 3000.00| 0.33000 1980.00| WARNING LIGHTS, TYPE C | | | 0195 637001-001 16.000 MG | 30.00000 480.00| 50.00000 800.00| WATER FOR DUST PALLIATIVE | | | 0200 638002-001 18.000 EA | 100.00000 1800.00| 45.00000 810.00| RIGHT OF WAY MARKER | | | 0205 639001-001 LUMP| 135000.00000 135000.00| 35000.00000 35000.00| CONSTRUCTION LAYOUT STAKE | | | 0210 640001-001 12.000 MO | 875.00000 10500.00| 1900.00000 22800.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0215 640003-001 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| BUILDING EQUIPMENT | | | 0220 642001-001 2750.000 LF | 0.20000 550.00| 0.60000 1650.00| TEMPORARY BERM | | | 0225 642002-001 160.000 LF | 2.00000 320.00| 20.00000 3200.00| SLOPE DRAIN | | | 0230 642004-001 167.000 LB | 1.00000 167.00| 0.60000 100.20| SEED MIXTURE, TEMPORARY | | | 0235 642004-002 273.000 LB | 3.50000 955.50| 3.00000 819.00| SEED MIXTURE, B | | | 0240 642004-003 195.000 LB | 5.50000 1072.50| 5.00000 975.00| SEED MIXTURE, D | | | 0245 642005-001 6.000 TN | 220.00000 1320.00| 200.00000 1200.00| MULCH, STRAW OR HAY | | | 0250 642005-002 3.000 TN | 800.00000 2400.00| 750.00000 2250.00| MULCH, WOOD CELLULOSE FIBER | | | 0255 642006-001 2.000 TN | 2050.00000 4100.00| 2000.00000 4000.00| FERTILIZER | | | 0260 642009-001 4400.000 LF | 0.10000 440.00| 0.45000 1980.00| CONTOUR DITCH | | | 0265 642010-001 3.000 TN | 50.00000 150.00| 25.00000 75.00| AGRICULTURAL LIMESTONE | | | 0270 642011-001 184.000 EA | 5.00000 920.00| 12.50000 2300.00| HAY OR STRAW BALE | | | 0275 642012-001 4420.000 LF | 2.00000 8840.00| 2.25000 9945.00| SILT FENCE | | | 0280 642031-001 28.000 EA | 40.00000 1120.00| 105.00000 2940.00| DITCH CHECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 31-1316393 | |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642033-001 220.000 CY | 9.00000 1980.00| 9.50000 2090.00| SEDIMENT TRAP | | | 0290 652001-001 3.000 TN | 50.00000 150.00| 25.00000 75.00| AGRICULTURAL LIMESTONE | | | 0295 652002-001 3.000 TN | 1700.00000 5100.00| 1800.00000 5400.00| FERTILIZER, 10-20-10 | | | 0300 652002-002 1.000 TN | 2000.00000 2000.00| 2000.00000 2000.00| FERTILIZER, UREA FORMALDEHYDE | | | 0305 652003-001 437.000 LB | 3.00000 1311.00| 2.00000 874.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0310 652003-002 301.000 LB | 6.00000 1806.00| 5.50000 1655.50| SEED MIXTURE, D | | | 0315 652004-001 9.000 TN | 175.00000 1575.00| 125.00000 1125.00| STRAW OR HAY MULCH | | | 0320 652004-002 4.000 TN | 500.00000 2000.00| 400.00000 1600.00| WOOD CELLULOSE FIBER MULCH | | | 0325 664001-008 3.000 EA | 3700.00000 11100.00| 4600.00000 13800.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0330 664001-009 2.000 EA | 1000.00000 2000.00| 1300.00000 2600.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0335 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | 0340 401001-001 AA1 2753.000 TN | 40.00000 110120.00| 43.00000 118379.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0345 401001-002 AA2 2629.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0350 401001-001 AB1 1071.000 TN | 43.00000 46053.00| 43.00000 46053.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0355 401001-002 AB2 1023.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0360 402001-001 AC1 675.000 TN | 54.00000 36450.00| 47.40000 31995.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0365 402001-002 AC2 645.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 31-1316393 | |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 401003-001 AD1 553.000 TN | 44.00000 24332.00| 45.00000 24885.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0375 401003-002 AD2 528.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0380 604025-012 AE1 448.000 LF | 62.00000 27776.00| | 15 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0385 604037-012 AE2 448.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0390 604076-012 AE3 448.000 LF | | 70.00000 31360.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0395 604025-012 AF1 36.000 LF | 62.00000 2232.00| | 15 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0400 604076-012 AF2 36.000 LF | | 100.00000 3600.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0405 604025-016 AG1 293.000 LF | 52.00000 15236.00| | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0410 604037-016 AG2 293.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0415 604076-016 AG3 293.000 LF | | 85.00000 24905.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0420 636002-001 AH1 160.000 TN | 23.00000 3680.00| 27.00000 4320.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0425 636002-002 AH2 144.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,237,271.80| $ 1,345,450.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING | | | 0430 657006-001 191.000 LF | 37.00000 7067.00| 20.50000 3915.50| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -17 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 31-1316393 | |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0435 657008-001 114.000 LF | 10.00000 1140.00| 4.80000 547.20| 2.00 LB CHANNEL POST | | | 0440 657010-001 227.000 LF | 11.00000 2497.00| 5.80000 1316.60| 3.00 LB CHANNEL POST | | | 0445 657012-001 37.000 LF | 12.00000 444.00| 7.00000 259.00| 4.00 LB BACK TO BACK CHANNEL POST | | | 0450 657017-001 4.000 CY | 1400.00000 5600.00| 1100.00000 4400.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0455 657018-001 22.000 EA | 30.00000 660.00| 50.00000 1100.00| POST REMOVAL | | | 0460 661001-001 283.000 SF | 25.00000 7075.00| 16.00000 4528.00| 0.080 IN FLAT SHEET SIGN | | | 0465 661011-001 4.000 EA | 175.00000 700.00| 45.00000 180.00| INSTALLATION OF REUSABLE SIGN | | | SECTION TOTALS | $ 25,183.00| $ 16,246.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0470 663001-004 4000.000 LF | 0.20000 800.00| 0.12000 480.00| EDGE LINE, TYPE II ,WHITE | | | 0475 663002-005 200.000 LF | 0.20000 40.00| 0.12000 24.00| LANE LINE OR CENTERLINE, TYPE II ,YELLOW| | | 0480 663003-005 3900.000 LF | 0.20000 780.00| 0.12000 468.00| BARRIER LINE, TYPE II | | | 0485 663004-004 660.000 LF | 0.27000 178.20| 0.24000 158.40| CHANNELIZING LINE, TYPE II (8") | | | 0490 663005-010 110.000 LF | 11.00000 1210.00| 10.00000 1100.00| STOP LINE, TYPE V (24") | | | 0495 663007-004 90.000 LF | 2.70000 243.00| 1.25000 112.50| STRIPE, TYPE II ,YELLOW (12") | | | 0500 663010-010 24.000 EA | 150.00000 3600.00| 140.00000 3360.00| LANE ARROW, TYPE V | | | 0505 663011-010 24.000 EA | 50.00000 1200.00| 50.00000 1200.00| LANE LETTER, TYPE V | | | SECTION TOTALS | $ 8,051.20| $ 6,902.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 TRAFFIC SIGNALS | | | 0510 660001-001 LUMP| 20000.00000 20000.00| 9600.00000 9600.00| SIGNAL CONTROLLER ,01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -18 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 31-1316393 | |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0515 660002-020 LUMP| 26000.00000 26000.00| 25000.00000 25000.00| TRAFFIC DETECTOR, VTDS ,01 | | | 0520 660003-006 33.000 EA | 425.00000 14025.00| 406.20000 13404.60| SIGNAL SECTION, V-12 | | | 0525 660004-040 2.000 EA | 9000.00000 18000.00| 8560.00000 17120.00| SIGNAL SUPPORT, C1 | | | 0530 660004-042 2.000 EA | 9500.00000 19000.00| 9250.00000 18500.00| SIGNAL SUPPORT, C1L | | | 0535 660007-001 LUMP| 9000.00000 9000.00| 8700.00000 8700.00| MISCELLANEOUS SIGNAL ,01 | | | 0540 660007-001 LUMP| 8800.00000 8800.00| 8550.00000 8550.00| MISCELLANEOUS SIGNAL ,02 | | | 0545 660010-001 1.000 EA | 4500.00000 4500.00| 4200.00000 4200.00| PRIORITY CONTROL SYSTEM DETECTOR ,D2 | | | SECTION TOTALS | $ 119,325.00| $ 105,074.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ROADWAY LIGHTING | | | 0550 662002-001 LUMP| 28500.00000 28500.00| 17800.00000 17800.00| GALVANIZED STEEL CONDUIT ,01 | | | 0555 662006-001 3.000 EA | 850.00000 2550.00| 801.00000 2403.00| JUNCTION BOX, TYPE A | | | 0560 662006-001 6.000 EA | 800.00000 4800.00| 755.00000 4530.00| JUNCTION BOX, TYPE H, 10"X10" | | | 0565 662007-001 6.000 EA | 575.00000 3450.00| 535.00000 3210.00| LUMINAIRE, 250W | | | 0570 662008-001 1.000 LS | 15900.00000 15900.00| 5600.00000 5600.00| CABLE, ,01 | | | 0575 662010-001 2.000 EA | 3750.00000 7500.00| 3590.00000 7180.00| LIGHTING SUPPORT, TYPE I, (40-12) | | | 0580 662010-001 3.000 EA | 4400.00000 13200.00| 4100.00000 12300.00| LIGHTING SUPPORT, TYPE I, (40-15) | | | 0585 662013-001 LUMP| 3000.00000 3000.00| 2780.00000 2780.00| SERVICE AND CONTROL STATION, ,01 | | | 0590 662014-001 LUMP| 5000.00000 5000.00| 4700.00000 4700.00| INCIDENTAL ELECTRICAL WORK | | | 0595 662015-001 1.000 LS | 1500.00000 1500.00| 1500.00000 1500.00| ELECTRICAL TEST, ,01 | | | 0600 662016-001 LUMP| 4500.00000 4500.00| 4000.00000 4000.00| SYSTEM MODIFICATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -19 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 31-1316393 | |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 89,900.00| $ 66,003.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #10100 | | | 0605 203001-000 LUMP| 160000.00000 160000.00| 110000.00000 110000.00| DISMANTLING STRUCTURE | | | 0610 211003-000 5035.000 CY | 0.01000 50.35| 22.00000 110770.00| SELECT BORROW EXCAVATION | | | 0615 212001-000 714.000 CY | 28.00000 19992.00| 67.00000 47838.00| STRUCTURE EXCAVATION | | | 0620 212002-000 90.000 CY | 70.00000 6300.00| 130.00000 11700.00| WET EXCAVATION | | | 0625 212003-000 75.000 CY | 100.00000 7500.00| 500.00000 37500.00| ROCK EXCAVATION | | | 0630 212004-000 4.000 EA | 75000.00000 300000.00| 55000.00000 220000.00| COFFERDAM | | | 0635 212005-000 224.000 CY | 65.00000 14560.00| 125.00000 28000.00| SELECT MATERIAL FOR BACKFILLING | | | 0640 218006-000 471.000 CY | 24.00000 11304.00| 37.00000 17427.00| FOUNDATION PROTECTION | | | 0645 601002-001 812.000 CY | 560.00000 454720.00| 500.00000 406000.00| CLASS B CONCRETE | | | 0650 601003-001 83.000 CY | 850.00000 70550.00| 780.00000 64740.00| CLASS K CONCRETE | | | 0655 601009-001 460.000 CY | 740.00000 340400.00| 635.00000 292100.00| CLASS H CONCRETE | | | 0660 601019-001 13195.000 SF | 1.25000 16493.75| 1.00000 13195.00| CONCRETE PROTECTIVE COATING | | | 0665 602001-001 173786.000 LB | 0.90000 156407.40| 1.05000 182475.30| REINFORCING STEEL BAR | | | 0670 602002-001 88109.000 LB | 1.00000 88109.00| 1.20000 105730.80| EPOXY COATED REINFORCING STEEL BAR | | | 0675 615001-001 578065.000 LS | 775000.00000 775000.00| 914800.00000 914800.00| STEEL SUPERSTRUCTURE | | | 0680 616004-003 610.000 LF | 35.00000 21350.00| 45.00000 27450.00| HP10X42 STEEL BEARING PILE, DRIVEN | | | 0685 616005-003 448.000 LF | 52.00000 23296.00| 135.00000 60480.00| HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0690 617003-001 323.000 LF | 80.00000 25840.00| 105.00000 33915.00| ALUMINUM RAILING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -20 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 31-1316393 | |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0695 639001-001 LUMP| 50000.00000 50000.00| 25000.00000 25000.00| CONSTRUCTION LAYOUT STAKE | | | 0700 642008-001 824.000 LF | 2.00000 1648.00| 92.00000 75808.00| TEMPORARY PIPE | | | 0705 679006-001 LUMP| 3250.00000 3250.00| 3600.00000 3600.00| TEST SLAB | | | SECTION TOTALS | $ 2,546,770.50| $ 2,788,529.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATERLINE RELOCATION | | | 0710 639001-001 LUMP| 10150.00000 10150.00| 10000.00000 10000.00| CONSTRUCTION LAYOUT STAKE | | | 0715 670004-221 300.000 LF | 53.00000 15900.00| 60.00000 18000.00| 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0720 670019-221 2.000 EA | 2100.00000 4200.00| 2900.00000 5800.00| 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 0725 670023-001 4.000 EA | 125.00000 500.00| 500.00000 2000.00| ADJUSTING VALVE BOX | | | SECTION TOTALS | $ 30,750.00| $ 35,800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 SANITARY SEWER RECONSTRUCTION | | | 0730 639001-001 LUMP| 10150.00000 10150.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0735 675013-221 202.000 LF | 26.00000 5252.00| 75.00000 15150.00| 8 INCH RECONSTRUCTED SANITARY SEWER, | | | SDR-35 PVC | | | 0740 675018-001 5.000 EA | 2200.00000 11000.00| 1400.00000 7000.00| ADJUSTING MANHOLE | | | 0745 675021-300 182.000 LF | 185.00000 33670.00| 92.00000 16744.00| 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 INCH | | | SECTION TOTALS | $ 60,072.00| $ 43,894.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 COMPUTER SYSTEM | | | 0750 640004-001 LUMP| 3800.50000 3800.50| 4500.00000 4500.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 004 -21 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218012 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 31-1316393 | |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,800.50| $ 4,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,121,124.00| $ 4,412,400.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9927811 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : SHENANDOAH MOUNTAIN CLIMBING LANE PROJECT(S) : U336-0033/00-048.47 03 ACNC 0033 207 E00 LOCATION: 1.3-1.12 MI W VIR LI & 0.81-0.74 MI W VIR LI 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0575884 GROUND BREAKERS, INC. $ 876,752.00 100.0000% 2 31-1553606 R & S CONSTRUCTION, RAYMOND E. PHARES DBA $ 934,101.25 106.5411% 3 55-0700300 A.L.L. CONSTRUCTION, INC. $ 937,460.00 106.9241% 4 55-0461872 POLINO CONTRACTING, INC. $ 951,599.20 108.5368% 5 55-0328627 J. F. ALLEN COMPANY $ 1,046,705.25 119.3844% 6 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 1,157,999.00 132.0782% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9927811 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0575884 |(2) 31-1553606 |(3) 55-0700300 |GROUND BREAKERS, INC. |R & S CONSTRUCTION, RAYMOND |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 EXCAVATE, BASE WIDENING, PAVE, DR, GR | | | 0005 201001-000 1.000 LS | 15000.00000 15000.00| 50000.00000 50000.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 55000.00000 55000.00| 50000.00000 50000.00| 33500.00000 33500.00 MOBILIZATION | | | 0015 207001-001 41575.000 CY | 9.00000 374175.00| 9.75000 405356.25| 10.00000 415750.00 UNCLASSIFIED EXCAVATION | | | 0020 408002-001 250.000 GA | 1.15000 287.50| 2.00000 500.00| 1.10000 275.00 BITUMINOUS MATERIAL | | | 0025 604050-016 77.000 LF | 95.00000 7315.00| 150.00000 11550.00| 125.00000 9625.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0030 607001-001 1350.000 LF | 19.00000 25650.00| 18.00000 24300.00| 17.50000 23625.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607009-001 925.000 LF | 8.00000 7400.00| 8.00000 7400.00| 5.00000 4625.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607010-001 1125.000 LF | 2.00000 2250.00| 3.00000 3375.00| 2.00000 2250.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0045 633003-001 615.000 CY | 20.00000 12300.00| 10.00000 6150.00| 20.00000 12300.00 DUMPED ROCK GUTTER | | | 0050 636006-001 70.000 DA | 500.00000 35000.00| 500.00000 35000.00| 500.00000 35000.00 PILOT TRUCK AND DRIVER | | | 0055 636011-001 4650.000 UN | 1.15000 5347.50| 2.00000 9300.00| 1.10000 5115.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 1500.000 HR | 48.00000 72000.00| 45.00000 67500.00| 48.00000 72000.00 FLAGGER | | | 0065 639001-001 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 12500.00000 12500.00 CONSTRUCTION LAYOUT STAKE | | | 0070 640003-001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0075 640006-001 4.000 MO | 1500.00000 6000.00| 1000.00000 4000.00| 1500.00000 6000.00 SMALL FIELD OFFICE | | | 0080 642004-003 100.000 LB | 25.00000 2500.00| 25.00000 2500.00| 26.00000 2600.00 SEED MIXTURE, D | | | 0085 642005-002 2.000 TN | 800.00000 1600.00| 1000.00000 2000.00| 900.00000 1800.00 MULCH, WOOD CELLULOSE FIBER | | | 0090 642006-001 1.000 TN | 700.00000 700.00| 2000.00000 2000.00| 750.00000 750.00 FERTILIZER | | | 0095 642012-001 1000.000 LF | 2.50000 2500.00| 2.50000 2500.00| 3.50000 3500.00 SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9927811 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0575884 |(2) 31-1553606 |(3) 55-0700300 |GROUND BREAKERS, INC. |R & S CONSTRUCTION, RAYMOND |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 642031-001 15.000 EA | 75.00000 1125.00| 100.00000 1500.00| 100.00000 1500.00 DITCH CHECK | | | 0105 642037-001 130.000 CY | 10.00000 1300.00| 10.00000 1300.00| 6.00000 780.00 SEDIMENT POND | | | 0110 642050-001 1.000 EA | 500.00000 500.00| 1.00000 1.00| 500.00000 500.00 DEWATERING DEVICE | | | 0115 652001-001 2.000 TN | 50.00000 100.00| 500.00000 1000.00| 55.00000 110.00 AGRICULTURAL LIMESTONE | | | 0120 652002-001 2.000 TN | 1000.00000 2000.00| 1000.00000 2000.00| 1100.00000 2200.00 FERTILIZER, 10-20-10 | | | 0125 652002-002 0.750 TN | 1000.00000 750.00| 2000.00000 1500.00| 1100.00000 825.00 FERTILIZER, UREA FORMALDEHYDE | | | 0130 652003-002 325.000 LB | 8.00000 2600.00| 10.00000 3250.00| 9.00000 2925.00 SEED MIXTURE, D | | | 0135 652004-002 3.500 TN | 800.00000 2800.00| 1000.00000 3500.00| 900.00000 3150.00 WOOD CELLULOSE FIBER MULCH | | | 0140 663001-005 0.850 MI | 700.00000 595.00| 1000.00000 850.00| 650.00000 552.50 EDGE LINE, TYPE II | | | 0145 663001-005 0.850 MI | 700.00000 595.00| 1000.00000 850.00| 650.00000 552.50 EDGE LINE, TYPE II (TEMPORARY) | | | 0150 663002-004 0.260 MI | 800.00000 208.00| 1000.00000 260.00| 750.00000 195.00 LANE LINE OR CENTERLINE, TYPE II | | | 0155 663002-004 0.260 MI | 800.00000 208.00| 1000.00000 260.00| 750.00000 195.00 LANE LINE OR CENTERLINE, TYPE II | | | (TEMPORARY) | | | 0160 663003-005 4500.000 LF | 0.20000 900.00| 0.20000 900.00| 0.19000 855.00 BARRIER LINE, TYPE II | | | 0165 663003-005 4500.000 LF | 0.20000 900.00| 0.20000 900.00| 0.19000 855.00 BARRIER LINE, TYPE II (TEMPORARY) | | | 0170 663012-208 34.000 EA | 35.00000 1190.00| 30.00000 1020.00| 34.00000 1156.00 RAISED PAVEMENT MARKER, TYPE P-2 (WHITE | | | MONO-DIRECTIONAL) | | | 0175 663012-208 48.000 EA | 37.00000 1776.00| 30.00000 1440.00| 36.00000 1728.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | (YELLOW BI-DIRECTIONAL) | | | 0180 307005-001 AA1 2350.000 TN | 18.00000 42300.00| 18.00000 42300.00| 36.50000 85775.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0185 307005-002 AA2 2138.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9927811 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0575884 |(2) 31-1553606 |(3) 55-0700300 |GROUND BREAKERS, INC. |R & S CONSTRUCTION, RAYMOND |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 307005-001 BB1 200.000 TN | 20.00000 4000.00| 20.00000 4000.00| 23.00000 4600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0195 307005-002 BB2 182.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0200 401001-001 CC1 1052.000 TN | 60.00000 63120.00| 62.00000 65224.00| 58.00000 61016.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0205 401001-002 CC2 957.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0210 401001-001 DD1 920.000 TN | 62.00000 57040.00| 62.00000 57040.00| 60.00000 55200.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0215 401001-002 DD2 837.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0220 401002-001 EE1 460.000 TN | 72.00000 33120.00| 70.00000 32200.00| 70.00000 32200.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0225 401002-002 EE2 419.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0230 401003-001 FF1 75.000 TN | 88.00000 6600.00| 85.00000 6375.00| 85.00000 6375.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0235 401003-002 FF2 68.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 876,752.00| $ 934,101.25| $ 937,460.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 876,752.00| $ 934,101.25| $ 937,460.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9927811 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0461872 |(5) 55-0328627 |(6) 55-0481221 |POLINO CONTRACTING, INC. |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 EXCAVATE, BASE WIDENING, PAVE, DR, GR | | | 0005 201001-000 1.000 LS | 14000.00000 14000.00| 20220.00000 20220.00| 72536.75000 72536.75 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 47800.00000 47800.00| 31400.00000 31400.00| 50000.00000 50000.00 MOBILIZATION | | | 0015 207001-001 41575.000 CY | 9.40000 390805.00| 12.90000 536317.50| 13.35000 555026.25 UNCLASSIFIED EXCAVATION | | | 0020 408002-001 250.000 GA | 1.10000 275.00| 4.00000 1000.00| 1.00000 250.00 BITUMINOUS MATERIAL | | | 0025 604050-016 77.000 LF | 165.00000 12705.00| 124.30000 9571.10| 130.00000 10010.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0030 607001-001 1350.000 LF | 19.10000 25785.00| 18.90000 25515.00| 17.10000 23085.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607009-001 925.000 LF | 7.85000 7261.25| 8.10000 7492.50| 7.00000 6475.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607010-001 1125.000 LF | 1.70000 1912.50| 2.20000 2475.00| 1.50000 1687.50 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0045 633003-001 615.000 CY | 11.40000 7011.00| 20.00000 12300.00| 40.00000 24600.00 DUMPED ROCK GUTTER | | | 0050 636006-001 70.000 DA | 335.00000 23450.00| 600.00000 42000.00| 475.00000 33250.00 PILOT TRUCK AND DRIVER | | | 0055 636011-001 4650.000 UN | 1.05000 4882.50| 1.05000 4882.50| 1.25000 5812.50 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 1500.000 HR | 53.60000 80400.00| 45.00000 67500.00| 45.00000 67500.00 FLAGGER | | | 0065 639001-001 LUMP| 52000.00000 52000.00| 26400.00000 26400.00| 80000.00000 80000.00 CONSTRUCTION LAYOUT STAKE | | | 0070 640003-001 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| 500.00000 500.00 BUILDING EQUIPMENT | | | 0075 640006-001 4.000 MO | 2400.00000 9600.00| 2000.00000 8000.00| 1025.00000 4100.00 SMALL FIELD OFFICE | | | 0080 642004-003 100.000 LB | 28.00000 2800.00| 13.00000 1300.00| 25.00000 2500.00 SEED MIXTURE, D | | | 0085 642005-002 2.000 TN | 895.00000 1790.00| 1620.00000 3240.00| 800.00000 1600.00 MULCH, WOOD CELLULOSE FIBER | | | 0090 642006-001 1.000 TN | 785.00000 785.00| 810.00000 810.00| 700.00000 700.00 FERTILIZER | | | 0095 642012-001 1000.000 LF | 5.00000 5000.00| 3.00000 3000.00| 2.00000 2000.00 SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9927811 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0461872 |(5) 55-0328627 |(6) 55-0481221 |POLINO CONTRACTING, INC. |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 642031-001 15.000 EA | 320.00000 4800.00| 200.00000 3000.00| 75.00000 1125.00 DITCH CHECK | | | 0105 642037-001 130.000 CY | 22.00000 2860.00| 25.00000 3250.00| 24.00000 3120.00 SEDIMENT POND | | | 0110 642050-001 1.000 EA | 745.00000 745.00| 1000.00000 1000.00| 5000.00000 5000.00 DEWATERING DEVICE | | | 0115 652001-001 2.000 TN | 56.00000 112.00| 54.00000 108.00| 50.00000 100.00 AGRICULTURAL LIMESTONE | | | 0120 652002-001 2.000 TN | 1125.00000 2250.00| 756.00000 1512.00| 1000.00000 2000.00 FERTILIZER, 10-20-10 | | | 0125 652002-002 0.750 TN | 1125.00000 843.75| 1296.00000 972.00| 1000.00000 750.00 FERTILIZER, UREA FORMALDEHYDE | | | 0130 652003-002 325.000 LB | 9.00000 2925.00| 13.00000 4225.00| 8.00000 2600.00 SEED MIXTURE, D | | | 0135 652004-002 3.500 TN | 895.00000 3132.50| 1296.00000 4536.00| 800.00000 2800.00 WOOD CELLULOSE FIBER MULCH | | | 0140 663001-005 0.850 MI | 1120.00000 952.00| 1100.00000 935.00| 600.00000 510.00 EDGE LINE, TYPE II | | | 0145 663001-005 0.850 MI | 1120.00000 952.00| 1100.00000 935.00| 600.00000 510.00 EDGE LINE, TYPE II (TEMPORARY) | | | 0150 663002-004 0.260 MI | 1120.00000 291.20| 1100.00000 286.00| 700.00000 182.00 LANE LINE OR CENTERLINE, TYPE II | | | 0155 663002-004 0.260 MI | 1120.00000 291.20| 1100.00000 286.00| 700.00000 182.00 LANE LINE OR CENTERLINE, TYPE II | | | (TEMPORARY) | | | 0160 663003-005 4500.000 LF | 0.20000 900.00| 0.20000 900.00| 0.17000 765.00 BARRIER LINE, TYPE II | | | 0165 663003-005 4500.000 LF | 0.20000 900.00| 0.20000 900.00| 0.17000 765.00 BARRIER LINE, TYPE II (TEMPORARY) | | | 0170 663012-208 34.000 EA | 25.25000 858.50| 24.75000 841.50| 31.50000 1071.00 RAISED PAVEMENT MARKER, TYPE P-2 (WHITE | | | MONO-DIRECTIONAL) | | | 0175 663012-208 48.000 EA | 25.25000 1212.00| 24.75000 1188.00| 33.50000 1608.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | (YELLOW BI-DIRECTIONAL) | | | 0180 307005-001 AA1 2350.000 TN | 32.00000 75200.00| 25.60000 60160.00| 19.00000 44650.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0185 307005-002 AA2 2138.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9927811 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0461872 |(5) 55-0328627 |(6) 55-0481221 |POLINO CONTRACTING, INC. |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 307005-001 BB1 200.000 TN | 26.40000 5280.00| 31.75000 6350.00| 22.00000 4400.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0195 307005-002 BB2 182.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0200 401001-001 CC1 1052.000 TN | 57.40000 60384.80| 58.20000 61226.40| 54.00000 56808.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0205 401001-002 CC2 957.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0210 401001-001 DD1 920.000 TN | 59.55000 54786.00| 58.20000 53544.00| 56.00000 51520.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0215 401001-002 DD2 837.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0220 401002-001 EE1 460.000 TN | 69.10000 31786.00| 60.05000 27623.00| 65.00000 29900.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0225 401002-002 EE2 419.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0230 401003-001 FF1 75.000 TN | 85.00000 6375.00| 60.05000 4503.75| 80.00000 6000.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0235 401003-002 FF2 68.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 951,599.20| $ 1,046,705.25| $ 1,157,999.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 951,599.20| $ 1,046,705.25| $ 1,157,999.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9904910 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : UPPER TRACT BRIDGE PROJECT(S) : S336-0220/00-027.55 00 00BR 0220 141 E00 LOCATION: / S BRANCH POTOMAC RIVER, 0.04 MI N CO 2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0609442 MEC CONSTRUCTION, INC. $ 2,151,937.75 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 2,240,311.00 104.1066% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 2,345,213.49 108.9814% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9904910 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 62-1345425 |(3) 55-0487806 |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 120000.00000 120000.00| 99000.00000 99000.00| 49000.00000 49000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 550.00000 550.00| 500.00000 500.00| 360.00000 360.00 BUILDING DEMOLITION NUMBER, 2-1/1 | | | 0015 204001-000 LUMP| 64000.00000 64000.00| 60000.00000 60000.00| 68000.00000 68000.00 MOBILIZATION | | | 0020 207001-001 2600.000 CY | 15.00000 39000.00| 9.00000 23400.00| 18.00000 46800.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 714.000 CY | 45.00000 32130.00| 42.00000 29988.00| 49.00000 34986.00 SUBGRADE | | | 0030 207034-000 4001.000 SY | 1.00000 4001.00| 1.25000 5001.25| 1.30000 5201.30 FABRIC FOR SEPARATION | | | 0035 211001-000 6313.000 CY | 12.75000 80490.75| 15.00000 94695.00| 11.00000 69443.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 307001-000 420.000 CY | 45.00000 18900.00| 42.00000 17640.00| 50.00000 21000.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 402.000 CY | 45.00000 18090.00| 42.00000 16884.00| 50.00000 20100.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 408002-001 94.000 GA | 1.10000 103.40| 1.00000 94.00| 1.10000 103.40 BITUMINOUS MATERIAL | | | 0055 415005-001 788.000 SY | 7.00000 5516.00| 3.00000 2364.00| 4.70000 3703.60 REMOVE EXISTING PAVEMENT SURFACE | | | 0060 502001-012 139.000 SY | 160.00000 22240.00| 140.00000 19460.00| 190.00000 26410.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 601002-001 8.200 CY | 1590.00000 13038.00| 1300.00000 10660.00| 960.00000 7872.00 CLASS B CONCRETE | | | 0070 604002-020 122.000 LF | 62.00000 7564.00| 75.00000 9150.00| 74.00000 9028.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0075 604002-022 51.000 LF | 80.00000 4080.00| 85.00000 4335.00| 180.00000 9180.00 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0080 607001-001 550.000 LF | 18.75000 10312.50| 17.50000 9625.00| 19.00000 10450.00 TYPE 1 GUARDRAIL, CLASS I | | | 0085 607006-001 4.000 EA | 1100.00000 4400.00| 1050.00000 4200.00| 1100.00000 4400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0090 607065-001 2.000 EA | 1450.00000 2900.00| 1500.00000 3000.00| 1400.00000 2800.00 FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9904910 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 62-1345425 |(3) 55-0487806 |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 622003-001 3.000 EA | 100.00000 300.00| 300.00000 900.00| 200.00000 600.00 CANTILEVER MAILBOX SUPPORT | | | 0100 633003-001 123.000 CY | 42.00000 5166.00| 40.00000 4920.00| 95.00000 11685.00 DUMPED ROCK GUTTER | | | 0105 636008-001 3600.000 LF | 0.22000 792.00| 0.40000 1440.00| 0.22000 792.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0110 636009-001 1300.000 LF | 1.10000 1430.00| 1.30000 1690.00| 1.10000 1430.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0115 636011-001 10850.000 UN | 0.88000 9548.00| 0.90000 9765.00| 0.88000 9548.00 TRAFFIC CONTROL DEVICE | | | 0120 636012-010 3.000 EA | 55.00000 165.00| 5.00000 15.00| 330.00000 990.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 150.000 EA | 1.10000 165.00| 0.10000 15.00| 3.30000 495.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 400.000 HR | 53.25000 21300.00| 46.00000 18400.00| 53.00000 21200.00 FLAGGER | | | 0135 636023-001 1.000 LS | 19000.00000 19000.00| 7500.00000 7500.00| 13000.00000 13000.00 TEMPORARY TRAFFIC SIGNAL ,01 | | | 0140 636023-001 1.000 LS | 19000.00000 19000.00| 3500.00000 3500.00| 13000.00000 13000.00 TEMPORARY TRAFFIC SIGNAL ,02 | | | 0145 636025-001 3000.000 DA | 1.10000 3300.00| 1.50000 4500.00| 1.10000 3300.00 WARNING LIGHTS, TYPE B | | | 0150 638002-001 12.000 EA | 68.00000 816.00| 100.00000 1200.00| 60.00000 720.00 RIGHT OF WAY MARKER | | | 0155 639001-001 LUMP| 11800.00000 11800.00| 95000.75000 95000.75| 9400.00000 9400.00 CONSTRUCTION LAYOUT STAKE | | | 0160 640003-001 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1400.00000 1400.00 BUILDING EQUIPMENT | | | 0165 640006-001 12.000 MO | 700.00000 8400.00| 750.00000 9000.00| 1100.00000 13200.00 SMALL FIELD OFFICE | | | 0170 642004-002 56.000 LB | 17.75000 994.00| 10.00000 560.00| 18.00000 1008.00 SEED MIXTURE, B | | | 0175 642005-001 1.500 TN | 665.00000 997.50| 700.00000 1050.00| 670.00000 1005.00 MULCH, STRAW OR HAY | | | 0180 642006-001 0.500 TN | 3100.00000 1550.00| 700.00000 350.00| 3100.00000 1550.00 FERTILIZER | | | 0185 642010-001 1.500 TN | 27.75000 41.63| 100.00000 150.00| 28.00000 42.00 AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9904910 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 62-1345425 |(3) 55-0487806 |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 642012-001 1039.000 LF | 3.20000 3324.80| 2.00000 2078.00| 4.40000 4571.60 SILT FENCE | | | 0195 642031-001 10.000 EA | 56.00000 560.00| 40.00000 400.00| 140.00000 1400.00 DITCH CHECK | | | 0200 652001-001 1.500 TN | 55.50000 83.25| 100.00000 150.00| 55.00000 82.50 AGRICULTURAL LIMESTONE | | | 0205 652002-001 0.500 TN | 335.00000 167.50| 700.00000 350.00| 330.00000 165.00 FERTILIZER, 10-20-10 | | | 0210 652003-001 56.000 LB | 28.00000 1568.00| 11.00000 616.00| 28.00000 1568.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0215 652004-001 1.500 TN | 1250.00000 1875.00| 700.00000 1050.00| 1200.00000 1800.00 STRAW OR HAY MULCH | | | 0220 655002-001 179.000 SY | 5.60000 1002.40| 6.00000 1074.00| 5.60000 1002.40 PERMANENT EROSION MATTING, TYPE A | | | 0225 655002-001 22.000 SY | 7.75000 170.50| 8.00000 176.00| 7.80000 171.60 PERMANENT EROSION MATTING, TYPE B | | | 0230 657010-001 117.000 LF | 5.54000 648.18| 6.00000 702.00| 5.60000 655.20 3.00 LB CHANNEL POST | | | 0235 661001-001 244.000 SF | 20.00000 4880.00| 19.00000 4636.00| 20.00000 4880.00 0.080 IN FLAT SHEET SIGN | | | 0240 663001-004 2866.000 LF | 0.22000 630.52| 0.50000 1433.00| 0.22000 630.52 EDGE LINE, TYPE II ,WHITE | | | 0245 663003-005 2866.000 LF | 0.22000 630.52| 0.50000 1433.00| 0.22000 630.52 BARRIER LINE, TYPE II ,YELLOW | | | 0250 663005-010 11.000 LF | 6.65000 73.15| 13.00000 143.00| 6.70000 73.70 STOP LINE, TYPE V (12") | | | 0255 401001-001 AA1 971.000 TN | 57.50000 55832.50| 54.00000 52434.00| 58.00000 56318.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0260 401001-002 AA2 926.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0265 401001-001 BB1 282.000 TN | 61.00000 17202.00| 57.00000 16074.00| 61.00000 17202.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0270 401001-002 BB2 268.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0275 401003-001 CC1 97.000 TN | 83.20000 8070.40| 78.00000 7566.00| 83.00000 8051.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9904910 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 62-1345425 |(3) 55-0487806 |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 401003-002 CC2 92.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0285 402001-001 DD1 159.000 TN | 83.20000 13228.80| 78.00000 12402.00| 83.00000 13197.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0290 402001-002 DD2 152.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 663,528.30| $ 674,669.00| $ 605,601.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #10465 | | | 0295 211002-000 924.000 CY | 45.00000 41580.00| 35.00000 32340.00| 45.00000 41580.00 ROCK BORROW EXCAVATION | | | 0300 212001-000 144.000 CY | 48.00000 6912.00| 26.00000 3744.00| 81.00000 11664.00 STRUCTURE EXCAVATION | | | 0305 212005-000 63.000 CY | 110.00000 6930.00| 75.00000 4725.00| 120.00000 7560.00 SELECT MATERIAL FOR BACKFILLING | | | 0310 601002-001 216.000 CY | 625.00000 135000.00| 680.00000 146880.00| 860.00000 185760.00 CLASS B CONCRETE | | | 0315 601003-001 56.000 CY | 775.00000 43400.00| 1050.00000 58800.00| 720.00000 40320.00 CLASS K CONCRETE | | | 0320 601009-001 354.000 CY | 680.00000 240720.00| 800.00000 283200.00| 850.00000 300900.00 CLASS H CONCRETE | | | 0325 601014-001 LUMP| 550.00000 550.00| 3500.00000 3500.00| 4700.00000 4700.00 TEST SLAB | | | 0330 602001-001 28845.000 LB | 1.05000 30287.25| 0.90000 25960.50| 0.99000 28556.55 REINFORCING STEEL BAR | | | 0335 602002-001 91848.000 LB | 1.15000 105625.20| 1.00000 91848.00| 1.20000 110217.60 EPOXY COATED REINFORCING STEEL BAR | | | 0340 615003-001 398104.000 LS | 670000.00000 670000.00| 702000.00000 702000.00| 740000.00000 740000.00 FABRICATED STRUCTURAL STEEL | | | 0345 616005-006 326.000 LF | 104.00000 33904.00| 45.00000 14670.00| 130.00000 42380.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0350 625001-026 13.000 LF | 1310.00000 17030.00| 725.00000 9425.00| 2500.00000 32500.00 78 INCH DIAMETER DRILLED CAISSONS | | | 0355 625003-024 28.000 LF | 3810.00000 106680.00| 3800.00000 106400.00| 4200.00000 117600.00 72 INCH ROCK SOCKET FOUNDATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9904910 COUNTIES : PENDLETON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 62-1345425 |(3) 55-0487806 |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 625004-024 LUMP| 15500.00000 15500.00| 45000.00000 45000.00| 45000.00000 45000.00 72 INCH DRILLED CAISSON TEST HOLE | | | 0365 625005-001 53.000 LF | 72.00000 3816.00| 33.00000 1749.00| 58.00000 3074.00 PREINSTALLATION CORE HOLE | | | 0370 632001-020 12.000 EA | 1400.00000 16800.00| 500.00000 6000.00| 1000.00000 12000.00 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0375 639001-001 LUMP| 11800.00000 11800.00| 26000.50000 26000.50| 13000.00000 13000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,486,534.45| $ 1,562,242.00| $ 1,736,812.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0380 640004-001 LUMP| 1875.00000 1875.00| 3400.00000 3400.00| 2800.00000 2800.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 1,875.00| $ 3,400.00| $ 2,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,151,937.75| $ 2,240,311.00| $ 2,345,213.49 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0402901 COUNTIES : RANDOLPH LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : WARD ROAD BRIDGE PROJECT(S) : S342-0023/00-000.59 00 LOCATION: 0.59 MI W OF US 219 SPANNING CHENOWETH CREEK 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 342,059.00 100.0000% 2 55-0671461 HOKE BROTHERS CONTRACTING $ 376,602.67 110.0987% 3 55-0738955 DINGESS TRANSPORT, INC. $ 386,323.00 112.9404% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 447,509.80 130.8282% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0402901 COUNTIES : RANDOLPH LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0671461 |(3) 55-0738955 |BILCO CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING |DINGESS TRANSPORT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE RENOVATION | | | 0002 201001-000 1.000 LS | 15000.00000 15000.00| 10000.00000 10000.00| 4500.00000 4500.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 42000.00000 42000.00| 55000.00000 55000.00| 30000.00000 30000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 15000.00000 15000.00 MOBILIZATION | | | 0020 211004-000 LUMP| 18000.00000 18000.00| 25000.00000 25000.00| 41000.00000 41000.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 212005-000 10.000 CY | 75.00000 750.00| 150.00000 1500.00| 400.00000 4000.00 SELECT MATERIAL FOR BACKFILLING | | | 0030 218006-000 9.000 CY | 50.00000 450.00| 70.00000 630.00| 277.00000 2493.00 FOUNDATION PROTECTION | | | 0035 218003-000 4.000 CY | 250.00000 1000.00| 175.00000 700.00| 500.00000 2000.00 GABION | | | 0040 307005-001 AA1 197.000 TN | 25.00000 4925.00| 14.00000 2758.00| 17.00000 3349.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0045 307005-002 AA2 179.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0050 307005-001 BB1 74.000 TN | 25.00000 1850.00| 20.00000 1480.00| 29.00000 2146.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 BB2 67.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 401001-001 CC1 109.000 TN | 70.00000 7630.00| 75.00000 8175.00| 55.00000 5995.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0065 401001-002 CC2 99.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0070 401001-001 DD1 17.000 TN | 105.00000 1785.00| 112.00000 1904.00| 89.00000 1513.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0075 401001-002 DD2 15.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0080 401002-001 EE1 117.000 TN | 90.00000 10530.00| 102.00000 11934.00| 75.00000 8775.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0402901 COUNTIES : RANDOLPH LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0671461 |(3) 55-0738955 |BILCO CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING |DINGESS TRANSPORT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 401002-002 EE2 106.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0090 401003-001 FF1 21.000 TN | 89.00000 1869.00| 112.00000 2352.00| 89.00000 1869.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0095 401003-002 FF2 19.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0100 408002-001 34.000 GA | 7.00000 238.00| 2.00000 68.00| 1.25000 42.50 BITUMINOUS MATERIAL | | | 0105 601002-001 15.000 CY | 900.00000 13500.00| 1000.00000 15000.00| 2500.00000 37500.00 CLASS B CONCRETE | | | 0110 602002-001 3461.000 LB | 2.00000 6922.00| 3.00000 10383.00| 1.50000 5191.50 EPOXY COATED REINFORCING STEEL BAR | | | 0115 603016-024 336.000 LF | 175.00000 58800.00| 325.00000 109200.00| 280.00000 94080.00 33X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0120 603016-224 134.000 LF | 195.00000 26130.00| 325.00000 43550.00| 295.00000 39530.00 33X48 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0125 607001-001 75.000 LF | 40.00000 3000.00| 45.00000 3375.00| 100.00000 7500.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0130 636005-001 1.000 LS | 75400.00000 75400.00| 35000.00000 35000.00| 40000.00000 40000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0135 636011-001 5380.000 UN | 0.80000 4304.00| 1.00000 5380.00| 1.05000 5649.00 TRAFFIC CONTROL DEVICE | | | 0140 636013-001 10.000 EA | 0.10000 1.00| 0.01000 0.10| 10.00000 100.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0145 636014-001 300.000 HR | 45.00000 13500.00| 0.01000 3.00| 42.00000 12600.00 FLAGGER | | | 0150 636019-001 100.000 LF | 30.00000 3000.00| 10.00000 1000.00| 45.00000 4500.00 TEMPORARY GUARDRAIL BARRIER | | | 0155 636025-001 1000.000 DA | 1.25000 1250.00| 0.01000 10.00| 1.25000 1250.00 WARNING LIGHTS, TYPE B | | | 0160 639001-001 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE ROADWAY | | | 0165 639001-001 LUMP| 8000.00000 8000.00| 11000.00000 11000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE BRIDGE | | | 0170 642004-001 23.000 LB | 25.00000 575.00| 0.01000 0.23| 120.00000 2760.00 SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0402901 COUNTIES : RANDOLPH LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0671461 |(3) 55-0738955 |BILCO CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING |DINGESS TRANSPORT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 642012-001 400.000 LF | 2.00000 800.00| 3.00000 1200.00| 3.50000 1400.00 SILT FENCE | | | 0180 652003-001 34.000 LB | 25.00000 850.00| 0.01000 0.34| 120.00000 4080.00 SEED MIXTURES, B, C-1, OR C-2 | | | SECTION TOTALS | $ 342,059.00| $ 376,602.67| $ 386,323.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 342,059.00| $ 376,602.67| $ 386,323.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0402901 COUNTIES : RANDOLPH LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE RENOVATION | | | 0002 201001-000 1.000 LS | 4000.00000 4000.00| | CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 42500.00000 42500.00| | DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 29900.00000 29900.00| | MOBILIZATION | | | 0020 211004-000 LUMP| 40300.00000 40300.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0025 212005-000 10.000 CY | 170.00000 1700.00| | SELECT MATERIAL FOR BACKFILLING | | | 0030 218006-000 9.000 CY | 74.00000 666.00| | FOUNDATION PROTECTION | | | 0035 218003-000 4.000 CY | 220.00000 880.00| | GABION | | | 0040 307005-001 AA1 197.000 TN | 48.00000 9456.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0045 307005-002 AA2 179.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0050 307005-001 BB1 74.000 TN | 52.00000 3848.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 BB2 67.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 401001-001 CC1 109.000 TN | 75.00000 8175.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0065 401001-002 CC2 99.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0070 401001-001 DD1 17.000 TN | 110.00000 1870.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0075 401001-002 DD2 15.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0080 401002-001 EE1 117.000 TN | 99.00000 11583.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0402901 COUNTIES : RANDOLPH LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 401002-002 EE2 106.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0090 401003-001 FF1 21.000 TN | 97.00000 2037.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0095 401003-002 FF2 19.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0100 408002-001 34.000 GA | 7.10000 241.40| | BITUMINOUS MATERIAL | | | 0105 601002-001 15.000 CY | 3100.00000 46500.00| | CLASS B CONCRETE | | | 0110 602002-001 3461.000 LB | 2.20000 7614.20| | EPOXY COATED REINFORCING STEEL BAR | | | 0115 603016-024 336.000 LF | 290.00000 97440.00| | 33X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0120 603016-224 134.000 LF | 200.00000 26800.00| | 33X48 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0125 607001-001 75.000 LF | 48.00000 3600.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0130 636005-001 1.000 LS | 74000.00000 74000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0135 636011-001 5380.000 UN | 0.84000 4519.20| | TRAFFIC CONTROL DEVICE | | | 0140 636013-001 10.000 EA | 11.00000 110.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0145 636014-001 300.000 HR | 53.00000 15900.00| | FLAGGER | | | 0150 636019-001 100.000 LF | 33.00000 3300.00| | TEMPORARY GUARDRAIL BARRIER | | | 0155 636025-001 1000.000 DA | 1.10000 1100.00| | WARNING LIGHTS, TYPE B | | | 0160 639001-001 LUMP| 3100.00000 3100.00| | CONSTRUCTION LAYOUT STAKE ROADWAY | | | 0165 639001-001 LUMP| 3100.00000 3100.00| | CONSTRUCTION LAYOUT STAKE BRIDGE | | | 0170 642004-001 23.000 LB | 30.00000 690.00| | SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0402901 COUNTIES : RANDOLPH LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 642012-001 400.000 LF | 3.90000 1560.00| | SILT FENCE | | | 0180 652003-001 34.000 LB | 30.00000 1020.00| | SEED MIXTURES, B, C-1, OR C-2 | | | SECTION TOTALS | $ 447,509.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 447,509.80| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : EARLING - RICH CREEK PROJECT(S) : S323-0010/00-008.61 05 ACNC 0010 128 C00 LOCATION: 0.90 MI S CO 10/4 - 0.08 MI S CO 10/4 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0683174 HEETER CONSTRUCTION, INC. $ 14,621,665.36 100.0000% 2 61-0874665 ELMO GREER & SONS, LLC $ 16,356,873.19 111.8673% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 17,452,691.55 119.3618% 4 61-0548463 BIZZACK, INC. $ 22,397,904.20 153.1829% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0683174 |(2) 61-0874665 |(3) 55-0535003 |HEETER CONSTRUCTION, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE & DRAIN | | | 0005 201001-000 1.000 LS | 205191.86000 205191.86| 393000.00000 393000.00| 1206997.00000 1206997.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1107.69000 1107.69| 2500.00000 2500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0015 204001-000 LUMP| 156183.60000 156183.60| 578000.00000 578000.00| 500000.00000 500000.00 MOBILIZATION | | | 0020 207001-001 2401897.000 CY | 4.34000 10424232.98| 4.89000 11745276.33| 4.82000 11577143.54 UNCLASSIFIED EXCAVATION | | | 0025 218009-001 1011.000 SY | 56.07000 56686.77| 35.00000 35385.00| 60.00000 60660.00 GROUT FOR ROCK GUTTER | | | 0030 307001-000 156.000 CY | 59.25000 9243.00| 65.00000 10140.00| 63.00000 9828.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 502001-012 348.000 SY | 179.94000 62619.12| 162.45000 56532.60| 165.00000 57420.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0040 601002-001 7.700 CY | 1239.87000 9547.00| 13000.00000 100100.00| 1660.00000 12782.00 CLASS B CONCRETE | | | 0045 604002-016 349.000 LF | 54.90000 19160.10| 47.00000 16403.00| 72.00000 25128.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0050 604002-020 237.000 LF | 57.94000 13731.78| 54.00000 12798.00| 85.00000 20145.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0055 605009-001 16.000 EA | 1783.30000 28532.80| 2400.00000 38400.00| 1850.00000 29600.00 TYPE G INLET | | | 0060 605014-001 13.000 EA | 1698.97000 22086.61| 2500.00000 32500.00| 1400.00000 18200.00 MODIFIED INLET, TYPE B | | | 0065 606020-001 250.000 LF | 13.62000 3405.00| 50.00000 12500.00| 25.00000 6250.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 18 | | | INCH | | | 0070 607001-001 75.000 LF | 47.08000 3531.00| 80.00000 6000.00| 45.00000 3375.00 TYPE 1 GUARDRAIL, CLASS III | | | 0075 608002-001 7830.000 LF | 13.02000 101946.60| 14.75000 115492.50| 15.00000 117450.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0080 633001-001 169.000 SY | 166.15000 28079.35| 110.00000 18590.00| 115.00000 19435.00 CONCRETE GUTTER | | | 0085 633003-001 2186.000 CY | 16.45000 35959.70| 6.00000 13116.00| 28.00000 61208.00 DUMPED ROCK GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0683174 |(2) 61-0874665 |(3) 55-0535003 |HEETER CONSTRUCTION, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636011-001 2040.000 UN | 2.22000 4528.80| 1.50000 3060.00| 1.50000 3060.00 TRAFFIC CONTROL DEVICE | | | 0095 636012-010 2.000 EA | 221.54000 443.08| 500.00000 1000.00| 500.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0100 636013-001 10.000 EA | 22.15000 221.50| 5.00000 50.00| 5.00000 50.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0105 636014-001 300.000 HR | 44.33000 13299.00| 36.00000 10800.00| 54.00000 16200.00 FLAGGER | | | 0110 636025-001 600.000 DA | 1.66000 996.00| 1.50000 900.00| 1.50000 900.00 WARNING LIGHTS, TYPE B | | | 0115 637001-001 4804.000 MG | 19.86000 95407.44| 1.00000 4804.00| 19.00000 91276.00 WATER FOR DUST PALLIATIVE | | | 0120 638001-001 2.000 EA | 221.54000 443.08| 250.00000 500.00| 500.00000 1000.00 PROJECT MARKER | | | 0125 638002-001 19.000 EA | 110.77000 2104.63| 100.00000 1900.00| 150.00000 2850.00 RIGHT OF WAY MARKER | | | 0130 639001-001 LUMP| 132922.22000 132922.22| 115000.00000 115000.00| 218000.00000 218000.00 CONSTRUCTION LAYOUT STAKE | | | 0135 640001-001 17.000 MO | 2348.29000 39920.93| 2000.00000 34000.00| 1750.00000 29750.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640003-001 LUMP| 4109.51000 4109.51| 8000.00000 8000.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0145 642001-001 3778.000 LF | 1.19000 4495.82| 0.60000 2266.80| 0.80000 3022.40 TEMPORARY BERM | | | 0150 642002-001 1080.000 LF | 7.89000 8521.20| 9.50000 10260.00| 11.50000 12420.00 SLOPE DRAIN | | | 0155 642004-001 3966.000 LB | 0.01000 39.66| 0.01000 39.66| 0.01000 39.66 SEED MIXTURE, TEMPORARY | | | 0157 642004-002 934.000 LB | 0.11000 102.74| 0.10000 93.40| 0.10000 93.40 SEED MIXTURE, B | | | 0160 642004-003 3032.000 LB | 3.05000 9247.60| 2.75000 8338.00| 2.75000 8338.00 SEED MIXTURE, D | | | 0165 642005-001 45.000 TN | 221.54000 9969.30| 200.00000 9000.00| 200.00000 9000.00 MULCH, STRAW OR HAY | | | 0170 642005-002 68.000 TN | 498.46000 33895.28| 450.00000 30600.00| 450.00000 30600.00 MULCH, WOOD CELLULOSE FIBER | | | 0175 642006-001 11.000 TN | 2215.37000 24369.07| 2000.00000 22000.00| 2000.00000 22000.00 FERTILIZER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0683174 |(2) 61-0874665 |(3) 55-0535003 |HEETER CONSTRUCTION, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 642007-001 4338.000 SY | 0.55000 2385.90| 0.50000 2169.00| 0.50000 2169.00 FIBER MATTING | | | 0185 642008-001 450.000 LF | 21.67000 9751.50| 15.00000 6750.00| 23.00000 10350.00 TEMPORARY PIPE | | | 0190 642009-001 13000.000 LF | 0.18000 2340.00| 0.40000 5200.00| 0.70000 9100.00 CONTOUR DITCH | | | 0195 642010-001 39.000 TN | 11.08000 432.12| 10.00000 390.00| 10.00000 390.00 AGRICULTURAL LIMESTONE | | | 0200 642011-001 590.000 EA | 11.08000 6537.20| 8.00000 4720.00| 14.00000 8260.00 HAY OR STRAW BALE | | | 0205 642012-001 8676.000 LF | 2.71000 23511.96| 2.75000 23859.00| 4.40000 38174.40 SILT FENCE | | | 0210 642031-001 412.000 EA | 87.06000 35868.72| 72.00000 29664.00| 115.00000 47380.00 DITCH CHECK | | | 0215 642033-001 435.000 CY | 6.21000 2701.35| 10.00000 4350.00| 11.00000 4785.00 SEDIMENT TRAP | | | 0220 642036-001 260.000 CY | 4.87000 1266.20| 10.00000 2600.00| 11.00000 2860.00 SEDIMENT REMOVAL | | | 0225 652001-001 54.000 TN | 11.08000 598.32| 10.00000 540.00| 10.00000 540.00 AGRICULTURAL LIMESTONE | | | 0230 652002-001 32.000 TN | 1107.69000 35446.08| 1000.00000 32000.00| 1000.00000 32000.00 FERTILIZER, 10-20-10 | | | 0235 652002-002 6.000 TN | 2215.37000 13292.22| 2000.00000 12000.00| 2000.00000 12000.00 FERTILIZER, UREA FORMALDEHYDE | | | 0240 652003-001 2488.000 LB | 0.83000 2065.04| 0.75000 1866.00| 0.75000 1866.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0245 652003-002 2621.000 LB | 6.20000 16250.20| 5.60000 14677.60| 5.60000 14677.60 SEED MIXTURE, D | | | 0250 652004-001 42.000 TN | 221.54000 9304.68| 200.00000 8400.00| 200.00000 8400.00 STRAW OR HAY MULCH | | | 0255 652004-002 41.000 TN | 498.46000 20436.86| 450.00000 18450.00| 450.00000 18450.00 WOOD CELLULOSE FIBER MULCH | | | 0260 655001-001 2258.000 SY | 1.44000 3251.52| 1.30000 2935.40| 1.30000 2935.40 MATTING | | | 0265 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0270 604002-016 AA1 761.000 LF | 46.40000 35310.40| 48.00000 36528.00| 54.00000 41094.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0275 604072-116 AA1 1.000 EA | 331.11000 331.11| 394.00000 394.00| 580.00000 580.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0683174 |(2) 61-0874665 |(3) 55-0535003 |HEETER CONSTRUCTION, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 604037-016 AA2 761.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0285 604071-016 AA2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0290 604002-022 BB1 585.000 LF | 69.48000 40645.80| 68.00000 39780.00| 86.00000 50310.00 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0295 604037-022 BB2 585.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0300 604002-024 CC1 962.000 LF | 75.22000 72361.64| 80.00000 76960.00| 90.00000 86580.00 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0305 604037-024 CC2 962.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0310 604037-026 DD1 12.000 LF | 104.23000 1250.76| 180.00000 2160.00| 155.00000 1860.00 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | A2 | | | 0315 604037-026 DD2 12.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0320 636002-001 EE1 100.000 TN | 22.45000 2245.00| 30.00000 3000.00| 32.00000 3200.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0325 636002-002 EE2 91.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 11,904,666.40| $ 13,779,538.29| $ 14,576,483.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0330 639001-001 LUMP| 553.84000 553.84| 2500.00000 2500.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKE | | | 0335 670007-006 100.000 LF | 8.57000 857.00| 60.00000 6000.00| 25.00000 2500.00 1 INCH PLASTIC PIPE, CLASS 200 | | | 0340 670007-016 400.000 LF | 14.95000 5980.00| 75.00000 30000.00| 27.00000 10800.00 3 INCH PLASTIC PIPE, CLASS 200 | | | 0345 670007-022 179.000 LF | 32.41000 5801.39| 100.00000 17900.00| 38.00000 6802.00 8 INCH PLASTIC PIPE, CLASS 200 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0683174 |(2) 61-0874665 |(3) 55-0535003 |HEETER CONSTRUCTION, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 670010-200 50.000 LF | 36.12000 1806.00| 100.00000 5000.00| 65.00000 3250.00 6 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 IN. | | | 0355 670010-260 144.000 LF | 39.26000 5653.44| 150.00000 21600.00| 77.00000 11088.00 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 IN. | | | 0360 670014-001 1.000 EA | 3323.06000 3323.06| 3000.00000 3000.00| 3100.00000 3100.00 RELOCATE FIRE HYDRANT | | | 0365 670016-001 2.000 EA | 610.80000 1221.60| 500.00000 1000.00| 680.00000 1360.00 RELOCATE METER | | | 0370 670018-001 2.000 EA | 610.80000 1221.60| 250.00000 500.00| 450.00000 900.00 RELOCATE METER BOX | | | SECTION TOTALS | $ 26,417.93| $ 87,500.00| $ 40,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #10420 | | | 0375 207001-001 2023.000 CY | 10.46000 21160.58| 15.00000 30345.00| 14.50000 29333.50 UNCLASSIFIED EXCAVATION | | | 0380 212001-000 752.000 CY | 33.30000 25041.60| 50.00000 37600.00| 77.50000 58280.00 STRUCTURE EXCAVATION | | | 0385 212005-000 164.000 CY | 96.26000 15786.64| 86.90000 14251.60| 86.90000 14251.60 SELECT MATERIAL FOR BACKFILLING | | | 0390 601002-001 299.000 CY | 362.10000 108267.90| 326.90000 97743.10| 326.90000 97743.10 CLASS B CONCRETE | | | 0395 601003-001 234.000 CY | 571.18000 133656.12| 515.65000 120662.10| 515.65000 120662.10 CLASS K CONCRETE | | | 0400 602001-001 41069.000 LB | 1.16000 47640.04| 1.05000 43122.45| 1.05000 43122.45 REINFORCING STEEL BAR | | | 0405 602002-001 43924.000 LB | 1.33000 58418.92| 1.20000 52708.80| 1.20000 52708.80 EPOXY COATED REINFORCING STEEL BAR | | | 0410 603018-035 454.000 LF | 404.31000 183556.74| 365.00000 165710.00| 365.00000 165710.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0415 625003-012 163.000 LF | 1130.95000 184344.85| 1021.00000 166423.00| 1021.00000 166423.00 36 INCH ROCK SOCKET FOUNDATION | | | 0420 625004-012 LUMP| 13364.22000 13364.22| 12065.00000 12065.00| 12065.00000 12065.00 36 INCH DRILLED CAISSON TEST HOLE | | | 0425 625005-001 208.000 LF | 58.98000 12267.84| 53.25000 11076.00| 53.25000 11076.00 PREINSTALLATION CORE HOLE | | | 0430 632001-020 8.000 EA | 486.27000 3890.16| 439.00000 3512.00| 439.00000 3512.00 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK ,2 INCHES - 5 | | | INCHES THICK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0683174 |(2) 61-0874665 |(3) 55-0535003 |HEETER CONSTRUCTION, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0435 639001-001 LUMP| 5261.50000 5261.50| 4750.00000 4750.00| 4750.00000 4750.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 812,657.11| $ 759,969.05| $ 779,637.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #10421 | | | 0440 207001-001 910.000 CY | 11.51000 10474.10| 15.00000 13650.00| 13.00000 11830.00 UNCLASSIFIED EXCAVATION | | | 0445 212001-000 681.000 CY | 36.67000 24972.27| 50.00000 34050.00| 80.00000 54480.00 STRUCTURE EXCAVATION | | | 0450 212005-000 157.000 CY | 98.36000 15442.52| 88.80000 13941.60| 88.80000 13941.60 SELECT MATERIAL FOR BACKFILLING | | | 0455 601002-001 266.000 CY | 388.24000 103271.84| 350.50000 93233.00| 350.50000 93233.00 CLASS B CONCRETE | | | 0460 601003-001 232.000 CY | 580.98000 134787.36| 524.50000 121684.00| 524.50000 121684.00 CLASS K CONCRETE | | | 0465 602001-001 38243.000 LB | 1.16000 44361.88| 1.05000 40155.15| 1.05000 40155.15 REINFORCING STEEL BAR | | | 0470 602002-001 44070.000 LB | 1.27000 55968.90| 1.15000 50680.50| 1.15000 50680.50 EPOXY COATED REINFORCING STEEL BAR | | | 0475 603018-035 446.000 LF | 405.19000 180714.74| 365.80000 163146.80| 365.80000 163146.80 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0480 625003-012 183.000 LF | 1121.59000 205250.97| 1012.55000 185296.65| 1012.55000 185296.65 36 INCH ROCK SOCKET FOUNDATION | | | 0485 625004-012 LUMP| 13364.22000 13364.22| 12065.00000 12065.00| 12065.00000 12065.00 36 INCH DRILLED CAISSON TEST HOLE | | | 0490 625005-001 234.000 LF | 62.47000 14617.98| 56.40000 13197.60| 56.40000 13197.60 PREINSTALLATION CORE HOLE | | | 0495 632001-020 8.000 EA | 555.62000 4444.96| 501.60000 4012.80| 501.60000 4012.80 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0500 639001-001 LUMP| 5261.50000 5261.50| 4750.00000 4750.00| 4750.00000 4750.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 812,933.24| $ 749,863.10| $ 768,473.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 WALL R | | | 0505 639001-001 LUMP| 5538.43000 5538.43| 2500.00000 2500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0510 626002-001 FF1 4360.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0683174 |(2) 61-0874665 |(3) 55-0535003 |HEETER CONSTRUCTION, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0515 626002-002 FF2 4360.000 SF | 92.56000 403561.60| 95.60000 416816.00| 122.00000 531920.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0520 626002-003 FF3 4360.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0525 626002-004 FF4 4360.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0530 626002-005 FF5 4360.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 409,100.03| $ 419,316.00| $ 533,420.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 WALL T | | | 0535 614001-017 580.000 LF | 235.55000 136619.00| 212.65000 123337.00| 241.00000 139780.00 HP14X89 STEEL PILE | | | 0540 614003-001 735.000 SF | 15.51000 11399.85| 14.00000 10290.00| 14.50000 10657.50 CONCRETE LAGGING, THICKNESS 8" | | | 0545 639001-001 LUMP| 996.92000 996.92| 900.00000 900.00| 900.00000 900.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 149,015.77| $ 134,527.00| $ 151,337.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WALL V | | | 0550 614001-004 107.000 LF | 200.05000 21405.35| 180.60000 19324.20| 243.00000 26001.00 HP10X57 STEEL PILE | | | 0555 614003-001 162.000 SF | 15.73000 2548.26| 14.20000 2300.40| 14.50000 2349.00 CONCRETE LAGGING, THICKNESS 8" | | | 0560 639001-001 LUMP| 996.92000 996.92| 900.00000 900.00| 900.00000 900.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 24,950.53| $ 22,524.60| $ 29,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 WALL W | | | 0565 639001-001 LUMP| 5538.43000 5538.43| 2500.00000 2500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0570 626002-001 GG1 2910.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0575 626002-002 GG2 2910.000 SF | 87.98000 256021.80| 83.41000 242723.10| 116.50000 339015.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0580 626002-003 GG3 2910.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0683174 |(2) 61-0874665 |(3) 55-0535003 |HEETER CONSTRUCTION, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0585 626002-004 GG4 2910.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0590 626002-005 GG5 2910.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 261,560.23| $ 245,223.10| $ 340,515.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 WALL X | | | 0595 639001-001 LUMP| 5538.43000 5538.43| 2500.00000 2500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0600 626002-001 HH1 1985.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0605 626002-002 HH2 1985.000 SF | 106.45000 211303.25| 76.53000 151912.05| 115.00000 228275.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0610 626002-003 HH3 1985.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0615 626002-004 HH4 1985.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0620 626002-005 HH5 1985.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 216,841.68| $ 154,412.05| $ 229,775.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 COMPUTER SYSTEM | | | 0625 640004-001 LUMP| 3522.44000 3522.44| 4000.00000 4000.00| 3500.00000 3500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,522.44| $ 4,000.00| $ 3,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,621,665.36| $ 16,356,873.19| $ 17,452,691.55 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -10 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 | | |BIZZACK, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE & DRAIN | | | 0005 201001-000 1.000 LS | 750700.00000 750700.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION NUMBER, 6/1 | | | 0015 204001-000 LUMP| 500000.00000 500000.00| | MOBILIZATION | | | 0020 207001-001 2401897.000 CY | 7.27000 17461791.19| | UNCLASSIFIED EXCAVATION | | | 0025 218009-001 1011.000 SY | 50.00000 50550.00| | GROUT FOR ROCK GUTTER | | | 0030 307001-000 156.000 CY | 30.00000 4680.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0035 502001-012 348.000 SY | 162.45000 56532.60| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0040 601002-001 7.700 CY | 1100.00000 8470.00| | CLASS B CONCRETE | | | 0045 604002-016 349.000 LF | 63.25000 22074.25| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0050 604002-020 237.000 LF | 76.70000 18177.90| | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0055 605009-001 16.000 EA | 2100.00000 33600.00| | TYPE G INLET | | | 0060 605014-001 13.000 EA | 1800.00000 23400.00| | MODIFIED INLET, TYPE B | | | 0065 606020-001 250.000 LF | 10.00000 2500.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 18 | | | INCH | | | 0070 607001-001 75.000 LF | 42.50000 3187.50| | TYPE 1 GUARDRAIL, CLASS III | | | 0075 608002-001 7830.000 LF | 11.75000 92002.50| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0080 633001-001 169.000 SY | 90.00000 15210.00| | CONCRETE GUTTER | | | 0085 633003-001 2186.000 CY | 20.00000 43720.00| | DUMPED ROCK GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -11 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 | | |BIZZACK, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636011-001 2040.000 UN | 1.00000 2040.00| | TRAFFIC CONTROL DEVICE | | | 0095 636012-010 2.000 EA | 300.00000 600.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0100 636013-001 10.000 EA | 3.00000 30.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0105 636014-001 300.000 HR | 50.00000 15000.00| | FLAGGER | | | 0110 636025-001 600.000 DA | 1.25000 750.00| | WARNING LIGHTS, TYPE B | | | 0115 637001-001 4804.000 MG | 1.00000 4804.00| | WATER FOR DUST PALLIATIVE | | | 0120 638001-001 2.000 EA | 300.00000 600.00| | PROJECT MARKER | | | 0125 638002-001 19.000 EA | 150.00000 2850.00| | RIGHT OF WAY MARKER | | | 0130 639001-001 LUMP| 125000.00000 125000.00| | CONSTRUCTION LAYOUT STAKE | | | 0135 640001-001 17.000 MO | 2500.00000 42500.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640003-001 LUMP| 4000.00000 4000.00| | BUILDING EQUIPMENT | | | 0145 642001-001 3778.000 LF | 2.00000 7556.00| | TEMPORARY BERM | | | 0150 642002-001 1080.000 LF | 10.00000 10800.00| | SLOPE DRAIN | | | 0155 642004-001 3966.000 LB | 0.01000 39.66| | SEED MIXTURE, TEMPORARY | | | 0157 642004-002 934.000 LB | 0.10000 93.40| | SEED MIXTURE, B | | | 0160 642004-003 3032.000 LB | 2.75000 8338.00| | SEED MIXTURE, D | | | 0165 642005-001 45.000 TN | 200.00000 9000.00| | MULCH, STRAW OR HAY | | | 0170 642005-002 68.000 TN | 450.00000 30600.00| | MULCH, WOOD CELLULOSE FIBER | | | 0175 642006-001 11.000 TN | 2000.00000 22000.00| | FERTILIZER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -12 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 | | |BIZZACK, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 642007-001 4338.000 SY | 0.50000 2169.00| | FIBER MATTING | | | 0185 642008-001 450.000 LF | 20.00000 9000.00| | TEMPORARY PIPE | | | 0190 642009-001 13000.000 LF | 0.50000 6500.00| | CONTOUR DITCH | | | 0195 642010-001 39.000 TN | 10.00000 390.00| | AGRICULTURAL LIMESTONE | | | 0200 642011-001 590.000 EA | 10.00000 5900.00| | HAY OR STRAW BALE | | | 0205 642012-001 8676.000 LF | 3.00000 26028.00| | SILT FENCE | | | 0210 642031-001 412.000 EA | 1.00000 412.00| | DITCH CHECK | | | 0215 642033-001 435.000 CY | 10.00000 4350.00| | SEDIMENT TRAP | | | 0220 642036-001 260.000 CY | 10.00000 2600.00| | SEDIMENT REMOVAL | | | 0225 652001-001 54.000 TN | 10.00000 540.00| | AGRICULTURAL LIMESTONE | | | 0230 652002-001 32.000 TN | 1000.00000 32000.00| | FERTILIZER, 10-20-10 | | | 0235 652002-002 6.000 TN | 2000.00000 12000.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0240 652003-001 2488.000 LB | 0.75000 1866.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0245 652003-002 2621.000 LB | 5.60000 14677.60| | SEED MIXTURE, D | | | 0250 652004-001 42.000 TN | 200.00000 8400.00| | STRAW OR HAY MULCH | | | 0255 652004-002 41.000 TN | 450.00000 18450.00| | WOOD CELLULOSE FIBER MULCH | | | 0260 655001-001 2258.000 SY | 1.30000 2935.40| | MATTING | | | 0265 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | 0270 604002-016 AA1 761.000 LF | 59.30000 45127.30| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0275 604072-116 AA1 1.000 EA | 550.00000 550.00| | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -13 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 | | |BIZZACK, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 604037-016 AA2 761.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0285 604071-016 AA2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0290 604002-022 BB1 585.000 LF | 83.35000 48759.75| | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0295 604037-022 BB2 585.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0300 604002-024 CC1 962.000 LF | 92.10000 88600.20| | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0305 604037-024 CC2 962.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0310 604037-026 DD1 12.000 LF | 146.10000 1753.20| | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | A2 | | | 0315 604037-026 DD2 12.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0320 636002-001 EE1 100.000 TN | 35.00000 3500.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0325 636002-002 EE2 91.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 19,711,505.45| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0330 639001-001 LUMP| 1000.00000 1000.00| | CONSTRUCTION LAYOUT STAKE | | | 0335 670007-006 100.000 LF | 15.00000 1500.00| | 1 INCH PLASTIC PIPE, CLASS 200 | | | 0340 670007-016 400.000 LF | 25.00000 10000.00| | 3 INCH PLASTIC PIPE, CLASS 200 | | | 0345 670007-022 179.000 LF | 40.00000 7160.00| | 8 INCH PLASTIC PIPE, CLASS 200 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -14 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 | | |BIZZACK, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 670010-200 50.000 LF | 100.00000 5000.00| | 6 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 IN. | | | 0355 670010-260 144.000 LF | 125.00000 18000.00| | 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 IN. | | | 0360 670014-001 1.000 EA | 2000.00000 2000.00| | RELOCATE FIRE HYDRANT | | | 0365 670016-001 2.000 EA | 500.00000 1000.00| | RELOCATE METER | | | 0370 670018-001 2.000 EA | 350.00000 700.00| | RELOCATE METER BOX | | | SECTION TOTALS | $ 46,360.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #10420 | | | 0375 207001-001 2023.000 CY | 15.00000 30345.00| | UNCLASSIFIED EXCAVATION | | | 0380 212001-000 752.000 CY | 50.00000 37600.00| | STRUCTURE EXCAVATION | | | 0385 212005-000 164.000 CY | 86.90000 14251.60| | SELECT MATERIAL FOR BACKFILLING | | | 0390 601002-001 299.000 CY | 326.90000 97743.10| | CLASS B CONCRETE | | | 0395 601003-001 234.000 CY | 515.65000 120662.10| | CLASS K CONCRETE | | | 0400 602001-001 41069.000 LB | 1.05000 43122.45| | REINFORCING STEEL BAR | | | 0405 602002-001 43924.000 LB | 1.20000 52708.80| | EPOXY COATED REINFORCING STEEL BAR | | | 0410 603018-035 454.000 LF | 365.00000 165710.00| | 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0415 625003-012 163.000 LF | 1021.00000 166423.00| | 36 INCH ROCK SOCKET FOUNDATION | | | 0420 625004-012 LUMP| 12065.00000 12065.00| | 36 INCH DRILLED CAISSON TEST HOLE | | | 0425 625005-001 208.000 LF | 53.25000 11076.00| | PREINSTALLATION CORE HOLE | | | 0430 632001-020 8.000 EA | 439.00000 3512.00| | REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK ,2 INCHES - 5 | | | INCHES THICK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -15 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 | | |BIZZACK, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0435 639001-001 LUMP| 4750.00000 4750.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 759,969.05| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #10421 | | | 0440 207001-001 910.000 CY | 15.00000 13650.00| | UNCLASSIFIED EXCAVATION | | | 0445 212001-000 681.000 CY | 50.00000 34050.00| | STRUCTURE EXCAVATION | | | 0450 212005-000 157.000 CY | 88.80000 13941.60| | SELECT MATERIAL FOR BACKFILLING | | | 0455 601002-001 266.000 CY | 350.50000 93233.00| | CLASS B CONCRETE | | | 0460 601003-001 232.000 CY | 524.50000 121684.00| | CLASS K CONCRETE | | | 0465 602001-001 38243.000 LB | 1.05000 40155.15| | REINFORCING STEEL BAR | | | 0470 602002-001 44070.000 LB | 1.15000 50680.50| | EPOXY COATED REINFORCING STEEL BAR | | | 0475 603018-035 446.000 LF | 365.80000 163146.80| | 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0480 625003-012 183.000 LF | 1012.55000 185296.65| | 36 INCH ROCK SOCKET FOUNDATION | | | 0485 625004-012 LUMP| 12065.00000 12065.00| | 36 INCH DRILLED CAISSON TEST HOLE | | | 0490 625005-001 234.000 LF | 56.40000 13197.60| | PREINSTALLATION CORE HOLE | | | 0495 632001-020 8.000 EA | 501.60000 4012.80| | REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0500 639001-001 LUMP| 4750.00000 4750.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 749,863.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 WALL R | | | 0505 639001-001 LUMP| 7000.00000 7000.00| | CONSTRUCTION LAYOUT STAKE | | | 0510 626002-001 FF1 4360.000 SF | 107.00000 466520.00| | MSE RETAINING WALL, RETAINED EARTH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -16 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 | | |BIZZACK, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0515 626002-002 FF2 4360.000 SF | | | MSE RETAINING WALL, REINFORCED EARTH | | | 0520 626002-003 FF3 4360.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0525 626002-004 FF4 4360.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0530 626002-005 FF5 4360.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 473,520.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 WALL T | | | 0535 614001-017 580.000 LF | 212.65000 123337.00| | HP14X89 STEEL PILE | | | 0540 614003-001 735.000 SF | 14.00000 10290.00| | CONCRETE LAGGING, THICKNESS 8" | | | 0545 639001-001 LUMP| 900.00000 900.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 134,527.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WALL V | | | 0550 614001-004 107.000 LF | 180.60000 19324.20| | HP10X57 STEEL PILE | | | 0555 614003-001 162.000 SF | 14.20000 2300.40| | CONCRETE LAGGING, THICKNESS 8" | | | 0560 639001-001 LUMP| 900.00000 900.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 22,524.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 WALL W | | | 0565 639001-001 LUMP| 7000.00000 7000.00| | CONSTRUCTION LAYOUT STAKE | | | 0570 626002-001 GG1 2910.000 SF | 99.00000 288090.00| | MSE RETAINING WALL, RETAINED EARTH | | | 0575 626002-002 GG2 2910.000 SF | | | MSE RETAINING WALL, REINFORCED EARTH | | | 0580 626002-003 GG3 2910.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 011 -17 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0103041 COUNTIES : LOGAN LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 | | |BIZZACK, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0585 626002-004 GG4 2910.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0590 626002-005 GG5 2910.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 295,090.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 WALL X | | | 0595 639001-001 LUMP| 7000.00000 7000.00| | CONSTRUCTION LAYOUT STAKE | | | 0600 626002-001 HH1 1985.000 SF | 97.00000 192545.00| | MSE RETAINING WALL, RETAINED EARTH | | | 0605 626002-002 HH2 1985.000 SF | | | MSE RETAINING WALL, REINFORCED EARTH | | | 0610 626002-003 HH3 1985.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0615 626002-004 HH4 1985.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0620 626002-005 HH5 1985.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 199,545.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 COMPUTER SYSTEM | | | 0625 640004-001 LUMP| 5000.00000 5000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 22,397,904.20| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0413540 COUNTIES : SUMMERS LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : MADAMS CREEK ROAD PROJECT(S) : E345-0003/21-S11.03 00 FEMA 1500 000 000 LOCATION: BEG: 0.75 MI W CO 3/41 END: 0.73 MI W CO 3/41 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0642318 GLADE CONSTRUCTION, INC. $ 91,054.04 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 99,500.00 109.2757% 3 34-1632350 PAUL C. BALCAR, DBA B.B.R. DRILLING COMPANY $ 112,218.54 123.2438% 4 56-0694573 PHILLIPS AND JORDAN, INCORPORATED $ 142,398.10 156.3885% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0413540 COUNTIES : SUMMERS LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0642318 |(2) 62-1345425 |(3) 34-1632350 |GLADE CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |PAUL C. BALCAR, DBA B.B.R. D LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RECONSTRUCT ROADWAY W/ PILING WALL | | | 0005 201001-000 1.000 LS | 20000.00000 20000.00| 10000.00000 10000.00| 1000.00000 1000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 21000.00000 21000.00| 28320.00000 28320.00| 17600.00000 17600.00 MOBILIZATION | | | 0015 207001-001 44.000 CY | 12.00000 528.00| 15.00000 660.00| 25.00000 1100.00 UNCLASSIFIED EXCAVATION | | | 0020 614001-001 440.000 LF | 40.00000 17600.00| 58.00000 25520.00| 150.00000 66000.00 HP8X36 STEEL PILE | | | 0025 614004-001 554.670 SF | 12.00000 6656.04| 8.00000 4437.36| 12.00000 6656.04 TIMBER LAGGING | | | 0030 636011-001 2290.000 UN | 1.00000 2290.00| 1.00000 2290.00| 1.25000 2862.50 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 192.000 HR | 60.00000 11520.00| 45.00000 8640.00| 50.00000 9600.00 FLAGGER | | | 0040 639001-001 LUMP| 6000.00000 6000.00| 15000.64000 15000.64| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0045 642012-001 140.000 LF | 5.00000 700.00| 2.00000 280.00| 5.00000 700.00 SILT FENCE | | | 0050 307005-001 AA1 120.000 TN | 35.00000 4200.00| 32.00000 3840.00| 30.00000 3600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0055 307005-002 AA2 109.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0060 307005-001 BB1 16.000 TN | 35.00000 560.00| 32.00000 512.00| 100.00000 1600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 BB2 15.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 91,054.04| $ 99,500.00| $ 112,218.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,054.04| $ 99,500.00| $ 112,218.54 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0413540 COUNTIES : SUMMERS LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 56-0694573 | | |PHILLIPS AND JORDAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RECONSTRUCT ROADWAY W/ PILING WALL | | | 0005 201001-000 1.000 LS | 4950.00000 4950.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 7300.00000 7300.00| | MOBILIZATION | | | 0015 207001-001 44.000 CY | 43.60000 1918.40| | UNCLASSIFIED EXCAVATION | | | 0020 614001-001 440.000 LF | 210.40000 92576.00| | HP8X36 STEEL PILE | | | 0025 614004-001 554.670 SF | 11.20000 6212.30| | TIMBER LAGGING | | | 0030 636011-001 2290.000 UN | 1.70000 3893.00| | TRAFFIC CONTROL DEVICE | | | 0035 636014-001 192.000 HR | 65.40000 12556.80| | FLAGGER | | | 0040 639001-001 LUMP| 3000.00000 3000.00| | CONSTRUCTION LAYOUT STAKE | | | 0045 642012-001 140.000 LF | 4.00000 560.00| | SILT FENCE | | | 0050 307005-001 AA1 120.000 TN | 69.35000 8322.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0055 307005-002 AA2 109.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0060 307005-001 BB1 16.000 TN | 69.35000 1109.60| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 BB2 15.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 142,398.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 142,398.10| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : NORTH AND SOUTH WALLACE T-BEAM BRIDGES PROJECT(S) : S317-0020/00-036.26 00 LOCATION: CO 20/2 & LITTLE TENMILE CR, 0.22 & 0.05 MI S CO 4 S317-0020/00-036.09 00 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1199322 VELOTTA COMPANY, THE $ 2,030,542.10 100.0000% 2 55-0609442 MEC CONSTRUCTION, INC. $ 2,174,624.97 107.0957% 3 31-1316393 AHERN & ASSOCIATES, INC. $ 2,289,500.00 112.7531% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 2,919,892.49 143.7986% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 55-0609442 |(3) 31-1316393 |VELOTTA COMPANY, THE |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 S317-20-36.26 ROADWAY | | | 0005 204001-000 LUMP| 35000.00000 35000.00| 20000.00000 20000.00| 34300.00000 34300.00 MOBILIZATION | | | 0010 207001-001 274.000 CY | 28.00000 7672.00| 35.00000 9590.00| 33.00000 9042.00 UNCLASSIFIED EXCAVATION | | | 0015 207034-000 1272.000 SY | 2.00000 2544.00| 1.00000 1272.00| 1.50000 1908.00 FABRIC FOR SEPARATION | | | 0020 408002-001 289.000 GA | 1.00000 289.00| 1.10000 317.90| 2.80000 809.20 BITUMINOUS MATERIAL | | | 0025 501010-001 2.000 EA | 500.00000 1000.00| 1250.00000 2500.00| 1.00000 2.00 BRIDGE APPROACH EXPANSION JOINT | | | 0030 502001-012 194.000 SY | 170.00000 32980.00| 180.00000 34920.00| 177.00000 34338.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0035 607001-001 125.000 LF | 15.00000 1875.00| 20.00000 2500.00| 18.00000 2250.00 TYPE 1 GUARDRAIL, CLASS I | | | 0040 607006-001 4.000 EA | 600.00000 2400.00| 1350.00000 5400.00| 1200.00000 4800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0045 607010-020 324.000 LF | 2.00000 648.00| 0.55000 178.20| 0.50000 162.00 GUARDRAIL REMOVAL | | | 0050 607065-001 2.000 EA | 800.00000 1600.00| 1440.00000 2880.00| 1300.00000 2600.00 FLARED END TERMINAL | | | 0055 607066-001 1.000 EA | 700.00000 700.00| 1775.00000 1775.00| 1600.00000 1600.00 TANGENT END TERMINAL | | | 0060 639001-001 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0065 642004-003 35.000 LB | 2.00000 70.00| 42.00000 1470.00| 38.00000 1330.00 SEED MIXTURE, D | | | 0070 642005-001 1.000 TN | 1500.00000 1500.00| 885.00000 885.00| 800.00000 800.00 MULCH, STRAW OR HAY | | | 0075 642006-001 1.000 TN | 500.00000 500.00| 110.00000 110.00| 100.00000 100.00 FERTILIZER | | | 0080 642012-001 700.000 LF | 2.00000 1400.00| 3.20000 2240.00| 2.50000 1750.00 SILT FENCE | | | 0085 307005-001 AA1 546.000 TN | 40.00000 21840.00| 30.00000 16380.00| 26.00000 14196.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0090 307005-002 AA2 497.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 55-0609442 |(3) 31-1316393 |VELOTTA COMPANY, THE |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 307005-001 BB1 90.000 TN | 20.00000 1800.00| 30.00000 2700.00| 40.00000 3600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0100 307005-002 BB2 82.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0105 401001-001 CC1 102.000 TN | 70.00000 7140.00| 77.50000 7905.00| 83.00000 8466.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0110 401001-002 CC2 93.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0115 402001-001 DD1 89.000 TN | 77.50000 6897.50| 85.80000 7636.20| 91.00000 8099.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0120 402001-002 DD2 81.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 132,855.50| $ 126,159.30| $ 145,152.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 S317-20-36.09 ROADWAY | | | 0125 204001-000 LUMP| 35000.00000 35000.00| 20000.00000 20000.00| 34300.00000 34300.00 MOBILIZATION | | | 0130 207001-001 505.000 CY | 20.00000 10100.00| 30.00000 15150.00| 28.00000 14140.00 UNCLASSIFIED EXCAVATION | | | 0135 207034-000 1403.000 SY | 2.00000 2806.00| 1.00000 1403.00| 1.50000 2104.50 FABRIC FOR SEPARATION | | | 0140 408002-001 162.000 GA | 1.00000 162.00| 1.10000 178.20| 3.00000 486.00 BITUMINOUS MATERIAL | | | 0145 501010-001 2.000 EA | 500.00000 1000.00| 1250.00000 2500.00| 1.00000 2.00 BRIDGE APPROACH EXPANSION JOINT | | | 0150 502001-012 190.000 SY | 170.00000 32300.00| 180.00000 34200.00| 177.00000 33630.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0155 607001-001 94.000 LF | 15.00000 1410.00| 20.00000 1880.00| 18.00000 1692.00 TYPE 1 GUARDRAIL, CLASS I | | | 0160 607006-001 4.000 EA | 500.00000 2000.00| 1330.00000 5320.00| 1200.00000 4800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0165 607010-020 267.000 LF | 2.00000 534.00| 0.55000 146.85| 0.50000 133.50 GUARDRAIL REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 55-0609442 |(3) 31-1316393 |VELOTTA COMPANY, THE |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 607065-001 1.000 EA | 800.00000 800.00| 1450.00000 1450.00| 1300.00000 1300.00 FLARED END TERMINAL | | | 0175 607066-001 2.000 EA | 750.00000 1500.00| 1775.00000 3550.00| 1600.00000 3200.00 TANGENT END TERMINAL | | | 0180 636009-001 2000.000 LF | 0.30000 600.00| 1.10000 2200.00| 1.00000 2000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0185 636011-001 7740.000 UN | 1.00000 7740.00| 1.00000 7740.00| 0.91000 7043.40 TRAFFIC CONTROL DEVICE | | | 0190 636012-010 1.000 EA | 50.00000 50.00| 55.00000 55.00| 350.00000 350.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0195 636013-001 100.000 EA | 10.00000 1000.00| 1.65000 165.00| 4.00000 400.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0200 636014-001 160.000 HR | 41.00000 6560.00| 53.00000 8480.00| 45.00000 7200.00 FLAGGER | | | 0205 636017-001 1275.000 LF | 7.50000 9562.50| 25.00000 31875.00| 24.00000 30600.00 TEMPORARY CONCRETE BARRIER | | | 0210 636018-001 1275.000 LF | 14.00000 17850.00| 7.00000 8925.00| 3.00000 3825.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0215 636023-001 1.000 LS | 30000.00000 30000.00| 32675.00000 32675.00| 29500.00000 29500.00 TEMPORARY TRAFFIC SIGNAL | | | 0220 636025-001 3000.000 DA | 1.00000 3000.00| 1.10000 3300.00| 1.00000 3000.00 WARNING LIGHTS, TYPE B | | | 0225 636025-001 3600.000 DA | 1.00000 3600.00| 0.55000 1980.00| 0.50000 1800.00 WARNING LIGHTS, TYPE C | | | 0230 639001-001 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0235 640003-001 LUMP| 2300.00000 2300.00| 1250.00000 1250.00| 1000.00000 1000.00 BUILDING EQUIPMENT | | | 0240 640006-001 12.000 MO | 1150.00000 13800.00| 750.00000 9000.00| 1500.00000 18000.00 SMALL FIELD OFFICE | | | 0245 642004-003 35.000 LB | 2.00000 70.00| 42.00000 1470.00| 38.00000 1330.00 SEED MIXTURE, D | | | 0250 642005-001 0.500 TN | 1500.00000 750.00| 1450.00000 725.00| 1300.00000 650.00 MULCH, STRAW OR HAY | | | 0255 642006-001 0.200 TN | 500.00000 100.00| 110.00000 22.00| 100.00000 20.00 FERTILIZER | | | 0260 642012-001 700.000 LF | 2.00000 1400.00| 3.20000 2240.00| 2.50000 1750.00 SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 55-0609442 |(3) 31-1316393 |VELOTTA COMPANY, THE |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 663001-004 2550.000 LF | 1.00000 2550.00| 0.28000 714.00| 0.25000 637.50 EDGE LINE, TYPE II WHITE | | | 0270 663002-005 1550.000 LF | 1.00000 1550.00| 0.28000 434.00| 0.25000 387.50 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0275 663005-010 48.000 LF | 5.00000 240.00| 11.50000 552.00| 10.50000 504.00 STOP LINE, TYPE V | | | 0280 664001-008 2.000 EA | 5000.00000 10000.00| 5000.00000 10000.00| 3700.00000 7400.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0285 664001-009 2.000 EA | 3500.00000 7000.00| 1675.00000 3350.00| 800.00000 1600.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0290 307005-001 AA1 642.000 TN | 40.00000 25680.00| 30.00000 19260.00| 26.00000 16692.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0295 307005-002 AA2 584.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0300 307005-001 BB1 58.000 TN | 20.00000 1160.00| 30.00000 1740.00| 50.00000 2900.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0305 307005-002 BB2 53.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0310 401001-001 CC1 150.000 TN | 70.00000 10500.00| 77.50000 11625.00| 76.00000 11400.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0315 401001-002 CC2 136.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0320 402001-001 DD1 77.000 TN | 77.50000 5967.50| 85.80000 6606.60| 95.00000 7315.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0325 402001-002 DD2 70.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 255,642.00| $ 257,661.65| $ 268,092.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 S317-20-36.26 BRIDGE 2036.1 | | | 0330 203001-000 LUMP| 75000.00000 75000.00| 100000.00000 100000.00| 107000.00000 107000.00 DISMANTLING STRUCTURE | | | 0335 212001-000 105.000 CY | 171.00000 17955.00| 120.00000 12600.00| 95.00000 9975.00 STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 55-0609442 |(3) 31-1316393 |VELOTTA COMPANY, THE |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 212005-000 74.000 CY | 163.00000 12062.00| 110.00000 8140.00| 135.00000 9990.00 SELECT MATERIAL FOR BACKFILLING | | | 0345 218004-001 500.000 SY | 17.00000 8500.00| 28.00000 14000.00| 19.00000 9500.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0350 601002-001 116.000 CY | 712.00000 82592.00| 740.00000 85840.00| 980.00000 113680.00 CLASS B CONCRETE | | | 0355 601009-001 330.000 CY | 730.00000 240900.00| 892.00000 294360.00| 870.00000 287100.00 CLASS H CONCRETE | | | 0360 602001-001 10916.000 LB | 0.90000 9824.40| 1.17000 12771.72| 1.15000 12553.40 REINFORCING STEEL BAR | | | 0365 602002-001 81782.000 LB | 1.00000 81782.00| 1.48000 121037.36| 1.10000 89960.20 EPOXY COATED REINFORCING STEEL BAR | | | 0370 603018-015 713.000 LF | 300.00000 213900.00| 259.00000 184667.00| 325.00000 231725.00 45 INCH PRESTRESSED CONCRETE I BEAM | | | 0375 615003-001 1.000 LS | 9000.00000 9000.00| 5350.00000 5350.00| 5900.00000 5900.00 FABRICATED STRUCTURAL STEEL | | | 0380 616005-003 372.000 LF | 100.00000 37200.00| 70.00000 26040.00| 112.00000 41664.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | SECTION TOTALS | $ 788,715.40| $ 864,806.08| $ 919,047.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 S317-20-36.09 BRIDGE 2037.1 | | | 0385 203001-000 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 126922.10000 126922.10 DISMANTLING STRUCTURE | | | 0390 212001-000 80.000 CY | 225.00000 18000.00| 140.00000 11200.00| 120.00000 9600.00 STRUCTURE EXCAVATION | | | 0395 212005-000 56.000 CY | 170.00000 9520.00| 110.00000 6160.00| 145.00000 8120.00 SELECT MATERIAL FOR BACKFILLING | | | 0400 218004-001 535.000 SY | 17.00000 9095.00| 28.00000 14980.00| 20.00000 10700.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0405 601002-001 115.000 CY | 715.00000 82225.00| 740.00000 85100.00| 865.00000 99475.00 CLASS B CONCRETE | | | 0410 601009-001 366.000 CY | 680.00000 248880.00| 892.00000 326472.00| 800.00000 292800.00 CLASS H CONCRETE | | | 0415 602001-001 12518.000 LB | 0.90000 11266.20| 1.17000 14646.06| 1.20000 15021.60 REINFORCING STEEL BAR | | | 0420 602002-001 84081.000 LB | 1.00000 84081.00| 1.48000 124439.88| 1.10000 92489.10 EPOXY COATED REINFORCING STEEL BAR | | | 0425 603018-015 830.000 LF | 285.00000 236550.00| 259.00000 214970.00| 310.00000 257300.00 45 INCH PRESTRESSED CONCRETE I BEAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 55-0609442 |(3) 31-1316393 |VELOTTA COMPANY, THE |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 615003-001 1.000 LS | 9000.00000 9000.00| 5350.00000 5350.00| 5900.00000 5900.00 FABRICATED STRUCTURAL STEEL | | | 0435 616005-003 324.000 LF | 138.00000 44712.00| 70.00000 22680.00| 120.00000 38880.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | SECTION TOTALS | $ 853,329.20| $ 925,997.94| $ 957,207.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,030,542.10| $ 2,174,624.97| $ 2,289,500.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -8 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 S317-20-36.26 ROADWAY | | | 0005 204001-000 LUMP| 112000.00000 112000.00| | MOBILIZATION | | | 0010 207001-001 274.000 CY | 40.00000 10960.00| | UNCLASSIFIED EXCAVATION | | | 0015 207034-000 1272.000 SY | 1.80000 2289.60| | FABRIC FOR SEPARATION | | | 0020 408002-001 289.000 GA | 1.40000 404.60| | BITUMINOUS MATERIAL | | | 0025 501010-001 2.000 EA | 2600.00000 5200.00| | BRIDGE APPROACH EXPANSION JOINT | | | 0030 502001-012 194.000 SY | 240.00000 46560.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0035 607001-001 125.000 LF | 20.00000 2500.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0040 607006-001 4.000 EA | 1300.00000 5200.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0045 607010-020 324.000 LF | 0.55000 178.20| | GUARDRAIL REMOVAL | | | 0050 607065-001 2.000 EA | 1400.00000 2800.00| | FLARED END TERMINAL | | | 0055 607066-001 1.000 EA | 1800.00000 1800.00| | TANGENT END TERMINAL | | | 0060 639001-001 LUMP| 13000.00000 13000.00| | CONSTRUCTION LAYOUT STAKE | | | 0065 642004-003 35.000 LB | 42.00000 1470.00| | SEED MIXTURE, D | | | 0070 642005-001 1.000 TN | 890.00000 890.00| | MULCH, STRAW OR HAY | | | 0075 642006-001 1.000 TN | 110.00000 110.00| | FERTILIZER | | | 0080 642012-001 700.000 LF | 3.90000 2730.00| | SILT FENCE | | | 0085 307005-001 AA1 546.000 TN | 40.00000 21840.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0090 307005-002 AA2 497.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -9 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 307005-001 BB1 90.000 TN | 68.00000 6120.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0100 307005-002 BB2 82.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0105 401001-001 CC1 102.000 TN | 94.00000 9588.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0110 401001-002 CC2 93.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0115 402001-001 DD1 89.000 TN | 94.00000 8366.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0120 402001-002 DD2 81.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 254,006.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 S317-20-36.09 ROADWAY | | | 0125 204001-000 LUMP| 90000.00000 90000.00| | MOBILIZATION | | | 0130 207001-001 505.000 CY | 47.00000 23735.00| | UNCLASSIFIED EXCAVATION | | | 0135 207034-000 1403.000 SY | 1.70000 2385.10| | FABRIC FOR SEPARATION | | | 0140 408002-001 162.000 GA | 1.40000 226.80| | BITUMINOUS MATERIAL | | | 0145 501010-001 2.000 EA | 2600.00000 5200.00| | BRIDGE APPROACH EXPANSION JOINT | | | 0150 502001-012 190.000 SY | 240.00000 45600.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0155 607001-001 94.000 LF | 20.00000 1880.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0160 607006-001 4.000 EA | 1300.00000 5200.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0165 607010-020 267.000 LF | 0.55000 146.85| | GUARDRAIL REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -10 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 607065-001 1.000 EA | 1400.00000 1400.00| | FLARED END TERMINAL | | | 0175 607066-001 2.000 EA | 1400.00000 2800.00| | TANGENT END TERMINAL | | | 0180 636009-001 2000.000 LF | 1.10000 2200.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0185 636011-001 7740.000 UN | 0.99000 7662.60| | TRAFFIC CONTROL DEVICE | | | 0190 636012-010 1.000 EA | 390.00000 390.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0195 636013-001 100.000 EA | 3.90000 390.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0200 636014-001 160.000 HR | 53.00000 8480.00| | FLAGGER | | | 0205 636017-001 1275.000 LF | 34.00000 43350.00| | TEMPORARY CONCRETE BARRIER | | | 0210 636018-001 1275.000 LF | 2.90000 3697.50| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0215 636023-001 1.000 LS | 34000.00000 34000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0220 636025-001 3000.000 DA | 1.40000 4200.00| | WARNING LIGHTS, TYPE B | | | 0225 636025-001 3600.000 DA | 0.50000 1800.00| | WARNING LIGHTS, TYPE C | | | 0230 639001-001 LUMP| 19000.00000 19000.00| | CONSTRUCTION LAYOUT STAKE | | | 0235 640003-001 LUMP| 1400.00000 1400.00| | BUILDING EQUIPMENT | | | 0240 640006-001 12.000 MO | 1100.00000 13200.00| | SMALL FIELD OFFICE | | | 0245 642004-003 35.000 LB | 42.00000 1470.00| | SEED MIXTURE, D | | | 0250 642005-001 0.500 TN | 1400.00000 700.00| | MULCH, STRAW OR HAY | | | 0255 642006-001 0.200 TN | 110.00000 22.00| | FERTILIZER | | | 0260 642012-001 700.000 LF | 3.90000 2730.00| | SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -11 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 663001-004 2550.000 LF | 0.28000 714.00| | EDGE LINE, TYPE II WHITE | | | 0270 663002-005 1550.000 LF | 0.28000 434.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0275 663005-010 48.000 LF | 11.00000 528.00| | STOP LINE, TYPE V | | | 0280 664001-008 2.000 EA | 4100.00000 8200.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0285 664001-009 2.000 EA | 890.00000 1780.00| | REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0290 307005-001 AA1 642.000 TN | 37.00000 23754.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0295 307005-002 AA2 584.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0300 307005-001 BB1 58.000 TN | 110.00000 6380.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0305 307005-002 BB2 53.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0310 401001-001 CC1 150.000 TN | 85.00000 12750.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0315 401001-002 CC2 136.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0320 402001-001 DD1 77.000 TN | 85.00000 6545.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0325 402001-002 DD2 70.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 384,350.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 S317-20-36.26 BRIDGE 2036.1 | | | 0330 203001-000 LUMP| 175000.00000 175000.00| | DISMANTLING STRUCTURE | | | 0335 212001-000 105.000 CY | 170.00000 17850.00| | STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -12 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 212005-000 74.000 CY | 110.00000 8140.00| | SELECT MATERIAL FOR BACKFILLING | | | 0345 218004-001 500.000 SY | 38.00000 19000.00| | 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0350 601002-001 116.000 CY | 1100.00000 127600.00| | CLASS B CONCRETE | | | 0355 601009-001 330.000 CY | 1000.00000 330000.00| | CLASS H CONCRETE | | | 0360 602001-001 10916.000 LB | 0.96000 10479.36| | REINFORCING STEEL BAR | | | 0365 602002-001 81782.000 LB | 1.20000 98138.40| | EPOXY COATED REINFORCING STEEL BAR | | | 0370 603018-015 713.000 LF | 370.00000 263810.00| | 45 INCH PRESTRESSED CONCRETE I BEAM | | | 0375 615003-001 1.000 LS | 2000.00000 2000.00| | FABRICATED STRUCTURAL STEEL | | | 0380 616005-003 372.000 LF | 94.00000 34968.00| | HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | SECTION TOTALS | $ 1,086,985.76| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 S317-20-36.09 BRIDGE 2037.1 | | | 0385 203001-000 LUMP| 197000.00000 197000.00| | DISMANTLING STRUCTURE | | | 0390 212001-000 80.000 CY | 220.00000 17600.00| | STRUCTURE EXCAVATION | | | 0395 212005-000 56.000 CY | 130.00000 7280.00| | SELECT MATERIAL FOR BACKFILLING | | | 0400 218004-001 535.000 SY | 37.00000 19795.00| | 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0405 601002-001 115.000 CY | 1100.00000 126500.00| | CLASS B CONCRETE | | | 0410 601009-001 366.000 CY | 980.00000 358680.00| | CLASS H CONCRETE | | | 0415 602001-001 12518.000 LB | 0.96000 12017.28| | REINFORCING STEEL BAR | | | 0420 602002-001 84081.000 LB | 1.20000 100897.20| | EPOXY COATED REINFORCING STEEL BAR | | | 0425 603018-015 830.000 LF | 386.00000 320380.00| | 45 INCH PRESTRESSED CONCRETE I BEAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 014 -13 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9812105 COUNTIES : HARRISON LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 615003-001 1.000 LS | 2000.00000 2000.00| | FABRICATED STRUCTURAL STEEL | | | 0435 616005-003 324.000 LF | 100.00000 32400.00| | HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | SECTION TOTALS | $ 1,194,549.48| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,919,892.49| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 9419234R1 COUNTIES : KANAWHA LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : ELK TWO MILE BRIDGES 1 & 2 PROJECT(S) : S320-0114/00-002.84 00 00BR 0114 009 E00 LOCATION: WV 114 0.18 MI S CR 46 & CR 51/2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,299,119.00 100.0000% 2 55-0674033 SMH CONSTRUCTION CO., INC. $ 1,402,675.40 107.9712% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,520,499.55 117.0408% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9419234R1 COUNTIES : KANAWHA LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0674033 |(3) 55-0487806 |BILCO CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, 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 | 30000.00000 30000.00| 5280.00000 5280.00| 6600.00000 6600.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 36000.00000 36000.00| 59500.00000 59500.00| 66000.00000 66000.00 MOBILIZATION | | | 0015 207001-001 1602.000 CY | 11.00000 17622.00| 12.10000 19384.20| 46.00000 73692.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 583.000 CY | 40.00000 23320.00| 33.50000 19530.50| 59.00000 34397.00 SUBGRADE | | | 0025 207034-000 2846.000 SY | 1.50000 4269.00| 1.27000 3614.42| 2.00000 5692.00 FABRIC FOR SEPARATION | | | 0030 211001-000 289.000 CY | 0.01000 2.89| 14.50000 4190.50| 1.00000 289.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 218003-000 55.000 CY | 100.00000 5500.00| 172.60000 9493.00| 250.00000 13750.00 GABION | | | 0040 307001-000 795.000 CY | 40.00000 31800.00| 33.10000 26314.50| 64.00000 50880.00 AGGREGATE BASE COURSE, CLASS I | | | 0045 307005-001 156.000 TN | 26.00000 4056.00| 34.50000 5382.00| 72.00000 11232.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 502001-012 468.000 SY | 140.00000 65520.00| 165.10000 77266.80| 170.00000 79560.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 607001-001 577.500 LF | 24.00000 13860.00| 22.75000 13138.13| 25.00000 14437.50 TYPE 1 GUARDRAIL, CLASS 1 | | | 0060 607006-001 8.000 EA | 1100.00000 8800.00| 1536.00000 12288.00| 1100.00000 8800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0065 607025-001 1.000 EA | 500.00000 500.00| 740.00000 740.00| 470.00000 470.00 CUT SLOPE TERMINAL, TYPE A | | | 0070 607065-001 2.000 EA | 1600.00000 3200.00| 2503.00000 5006.00| 1700.00000 3400.00 FLARED END TERMINAL | | | 0075 636007-001 1000.000 LF | 0.55000 550.00| 0.75000 750.00| 0.56000 560.00 ERADICATION OF PAVEMENT MARKING | | | 0080 636008-001 3800.000 LF | 0.35000 1330.00| 0.40000 1520.00| 0.22000 836.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0085 636009-001 1500.000 LF | 1.20000 1800.00| 1.15000 1725.00| 1.00000 1500.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9419234R1 COUNTIES : KANAWHA LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0674033 |(3) 55-0487806 |BILCO CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636011-001 9590.000 UN | 0.80000 7672.00| 1.65000 15823.50| 0.83000 7959.70 TRAFFIC CONTROL DEVICE | | | 0095 636012-010 4.000 EA | 0.25000 1.00| 100.00000 400.00| 110.00000 440.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0100 636013-001 100.000 EA | 0.01000 1.00| 1.00000 100.00| 1.10000 110.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0105 636014-001 300.000 HR | 50.00000 15000.00| 54.50000 16350.00| 53.00000 15900.00 FLAGGER | | | 0110 636017-001 50.000 LF | 30.00000 1500.00| 39.65000 1982.50| 49.00000 2450.00 TEMPORARY CONCRETE BARRIER | | | 0115 636019-001 587.500 LF | 10.00000 5875.00| 15.10000 8871.25| 8.90000 5228.75 TEMPORARY GUARDRAIL BARRIER | | | 0120 636024-001 85.000 LF | 5.00000 425.00| 31.75000 2698.75| 53.00000 4505.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0125 636025-001 1800.000 DA | 2.50000 4500.00| 1.57000 2826.00| 0.28000 504.00 WARNING LIGHTS, TYPE B | | | 0130 638002-001 4.000 EA | 100.00000 400.00| 65.00000 260.00| 60.00000 240.00 RIGHT OF WAY MARKER | | | 0135 639001-001 LUMP| 30000.11000 30000.11| 4600.00000 4600.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0140 640003-001 LUMP| 2000.00000 2000.00| 2750.00000 2750.00| 720.00000 720.00 BUILDING EQUIPMENT | | | 0145 640006-001 9.500 MO | 900.00000 8550.00| 1455.00000 13822.50| 2400.00000 22800.00 SMALL FIELD OFFICE | | | 0150 642004-002 34.000 LB | 12.00000 408.00| 19.60000 666.40| 42.00000 1428.00 SEED MIXTURE, B | | | 0155 642005-002 0.300 TN | 1500.00000 450.00| 1440.00000 432.00| 1700.00000 510.00 MULCH, WOOD CELLULOSE FIBER | | | 0160 642006-001 0.100 TN | 700.00000 70.00| 376.00000 37.60| 5600.00000 560.00 FERTILIZER | | | 0165 642031-001 9.000 EA | 50.00000 450.00| 70.00000 630.00| 140.00000 1260.00 DITCH CHECK | | | 0170 652001-001 0.400 TN | 200.00000 80.00| 499.00000 199.60| 83.00000 33.20 AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.100 TN | 700.00000 70.00| 470.00000 47.00| 6700.00000 670.00 FERTILIZER, 10-20-10 | | | 0180 652003-001 34.000 LB | 12.00000 408.00| 19.60000 666.40| 42.00000 1428.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0185 652004-001 0.700 TN | 700.00000 490.00| 1440.00000 1008.00| 2000.00000 1400.00 STRAW OR HAY MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9419234R1 COUNTIES : KANAWHA LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0674033 |(3) 55-0487806 |BILCO CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 663001-004 1300.000 LF | 0.60000 780.00| 0.40000 520.00| 0.22000 286.00 EDGE LINE, TYPE II WHITE | | | 0195 663003-005 1300.000 LF | 0.60000 780.00| 0.40000 520.00| 0.22000 286.00 BARRIER LINE, TYPE II | | | 0200 401001-001 AA1 702.000 TN | 59.00000 41418.00| 63.75000 44752.50| 62.00000 43524.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0205 401001-002 AA2 671.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0210 401003-001 BB1 319.000 TN | 59.00000 18821.00| 63.75000 20336.25| 62.00000 19778.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL 1 | | | 0215 401003-002 BB2 304.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG 1 | | | 0220 402001-001 CC1 131.000 TN | 105.00000 13755.00| 117.20000 15353.20| 110.00000 14410.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0225 402001-002 CC2 126.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 402,034.00| $ 420,776.50| $ 526,026.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0230 640004-001 LUMP| 3600.00000 3600.00| 3100.00000 3100.00| 2200.00000 2200.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,600.00| $ 3,100.00| $ 2,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #10477 | | | 0235 203001-000 LUMP| 29000.00000 29000.00| 13765.00000 13765.00| 29000.00000 29000.00 DISMANTLING STRUCTURE | | | 0240 211002-000 253.000 CY | 42.00000 10626.00| 57.45000 14534.85| 65.00000 16445.00 ROCK BORROW EXCAVATION | | | 0245 212001-000 54.000 CY | 30.00000 1620.00| 22.60000 1220.40| 120.00000 6480.00 STRUCTURE EXCAVATION | | | 0250 212005-000 38.000 CY | 70.00000 2660.00| 90.58000 3442.04| 110.00000 4180.00 SELECT MATERIAL FOR BACKFILLING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9419234R1 COUNTIES : KANAWHA LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0674033 |(3) 55-0487806 |BILCO CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 601002-001 56.000 CY | 500.00000 28000.00| 562.60000 31505.60| 870.00000 48720.00 CLASS B CONCRETE | | | 0260 601003-001 13.000 CY | 900.00000 11700.00| 1872.00000 24336.00| 1400.00000 18200.00 CLASS K CONCRETE | | | 0265 601009-001 85.000 CY | 750.00000 63750.00| 820.50000 69742.50| 970.00000 82450.00 CLASS H CONCRETE | | | 0270 601014-001 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 5100.00000 5100.00 TEST SLAB | | | 0275 602002-001 44411.000 LB | 1.00000 44411.00| 1.16000 51516.76| 1.20000 53293.20 EPOXY COATED REINFORCING STEEL BAR | | | 0280 615001-001 1.000 LS | 125000.00000 125000.00| 98830.00000 98830.00| 107000.00000 107000.00 STEEL SUPERSTRUCTURE | | | 0285 616005-003 267.000 LF | 60.00000 16020.00| 159.85000 42679.95| 91.00000 24297.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0290 636005-001 1.000 LS | 60000.00000 60000.00| 134100.00000 134100.00| 90000.00000 90000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0295 639001-001 LUMP| 20000.00000 20000.00| 4575.00000 4575.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 415,287.00| $ 492,748.10| $ 487,665.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #10478 | | | 0300 203001-000 LUMP| 32000.00000 32000.00| 16610.00000 16610.00| 29000.00000 29000.00 DISMANTLING STRUCTURE | | | 0305 211002-000 259.000 CY | 42.00000 10878.00| 57.45000 14879.55| 60.00000 15540.00 ROCK BORROW EXCAVATION | | | 0310 212001-000 352.000 CY | 30.00000 10560.00| 13.90000 4892.80| 85.00000 29920.00 STRUCTURE EXCAVATION | | | 0315 212005-000 29.000 CY | 70.00000 2030.00| 110.10000 3192.90| 130.00000 3770.00 SELECT MATERIAL FOR BACKFILLING | | | 0320 601002-001 165.000 CY | 500.00000 82500.00| 360.35000 59457.75| 430.00000 70950.00 CLASS B CONCRETE | | | 0325 601003-001 13.000 CY | 900.00000 11700.00| 1830.00000 23790.00| 1400.00000 18200.00 CLASS K CONCRETE | | | 0330 601009-001 86.000 CY | 750.00000 64500.00| 810.30000 69685.80| 970.00000 83420.00 CLASS H CONCRETE | | | 0335 602001-001 12409.000 LB | 0.90000 11168.10| 1.16000 14394.44| 1.00000 12409.00 REINFORCING STEEL BAR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/22/04 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9419234R1 COUNTIES : KANAWHA LETTING DATE : 11/04/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0674033 |(3) 55-0487806 |BILCO CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 602002-001 23241.000 LB | 1.00000 23241.00| 1.16000 26959.56| 1.20000 27889.20 EPOXY COATED REINFORCING STEEL BAR | | | 0345 615001-001 1.000 LS | 135000.00000 135000.00| 98832.00000 98832.00| 107000.00000 107000.00 STEEL SUPERSTRUCTURE | | | 0350 616005-003 77.000 LF | 60.00000 4620.00| 198.00000 15246.00| 130.00000 10010.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0355 636005-001 1.000 LS | 70000.00000 70000.00| 133535.00000 133535.00| 94000.00000 94000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0360 639001-001 LUMP| 20000.90000 20000.90| 4575.00000 4575.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 478,198.00| $ 486,050.80| $ 504,608.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,299,119.00| $ 1,402,675.40| $ 1,520,499.55 ====================================================================================================================================