1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MON-FAYETTE EXPRESSWAY BRIDGE #4304 PROJECT(S) : X331-0109/00-001.36 04 NCPD 0043 022 000 LOCATION: 0.2 MI S PA LI-0.08 MI N PA LI 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-0420560 NATIONAL ENGINEERING & CONTRACTING COMPANY $ 15,906,388.85 100.0000% 2 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 16,667,570.62 104.7853% 3 34-0640780 RUHLIN COMPANY, THE $ 16,991,476.30 106.8217% 4 31-0924535 C. J. MAHAN CONSTRUCTION COMPANY $ 17,528,142.81 110.1956% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 17,694,427.00 111.2410% 6 25-1100215 MOSITES CONSTRUCTION COMPANY $ 17,786,268.75 111.8183% 7 25-1355037 DICK CORPORATION $ 18,226,146.00 114.5838% 8 25-1021993 TRUMBULL CORPORATION $ 18,507,962.75 116.3555% 9 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 18,991,676.67 119.3965% 10 39-0884623 EDWARD KRAEMER & SONS, INC. $ 19,061,327.63 119.8344% 25-1466461 A & L, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 25-1696132 |(3) 34-0640780 |NATIONAL ENGINEERING & CONTR|BRAYMAN CONSTRUCTION CORPORA|RUHLIN COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 WV GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 275000.00000 275000.00| 22400.00000 22400.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 475000.00000 475000.00| 319550.00000 319550.00| 400000.00000 400000.00 MOBILIZATION | | | 0020 207002-000 219.000 M3 | 54.00000 11826.00| 51.50000 11278.50| 40.00000 8760.00 SUBGRADE | | | 0025 207034-000 1852.000 M2 | 1.00000 1852.00| 1.22000 2259.44| 1.50000 2778.00 FABRIC FOR SEPARATION | | | 0030 311006-001 189.000 M3 | 100.00000 18900.00| 103.00000 19467.00| 100.00000 18900.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0035 408002-001 524.000 L | 0.10000 52.40| 0.10000 52.40| 0.10000 52.40 BITUMINOUS MATERIAL | | | 0040 501005-012 520.000 M2 | 60.00000 31200.00| 81.19000 42218.80| 55.00000 28600.00 300 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0045 502001-012 236.000 M2 | 150.00000 35400.00| 183.67000 43346.12| 150.00000 35400.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 604037-016 34.000 M | 155.00000 5270.00| 229.73000 7810.82| 200.00000 6800.00 450 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0055 605001-001 1.000 EA | 2000.00000 2000.00| 5974.00000 5974.00| 3000.00000 3000.00 TYPE A MANHOLE | | | 0060 605003-001 1.000 EA | 1700.00000 1700.00| 2884.00000 2884.00| 2300.00000 2300.00 TYPE A INLET | | | 0065 606029-001 291.000 M | 25.00000 7275.00| 30.57000 8895.87| 25.00000 7275.00 FREE DRAINING BASE TRENCH | | | 0070 606030-001 18.000 M | 200.00000 3600.00| 206.00000 3708.00| 100.00000 1800.00 OUTLET PIPE 150 MM | | | 0075 607001-001 130.000 M | 28.00000 3640.00| 28.84000 3749.20| 31.00000 4030.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0080 607006-001 4.000 EA | 800.00000 3200.00| 824.00000 3296.00| 750.00000 3000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 607030-001 3.000 EA | 400.00000 1200.00| 396.55000 1189.65| 415.00000 1245.00 SPECIAL TRAILING END TERMINAL | | | 0090 608002-001 425.000 M | 40.00000 17000.00| 40.17000 17072.25| 39.00000 16575.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0095 638002-001 11.000 EA | 350.00000 3850.00| 70.00000 770.00| 35.00000 385.00 RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 25-1696132 |(3) 34-0640780 |NATIONAL ENGINEERING & CONTR|BRAYMAN CONSTRUCTION CORPORA|RUHLIN COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 638003-001 2.000 EA | 250.00000 500.00| 280.00000 560.00| 350.00000 700.00 SURVEY MARKER | | | 0105 639001-001 LUMP| 20000.00000 20000.00| 7000.00000 7000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640001-001 35.000 MO | 1000.00000 35000.00| 799.40000 27979.00| 1200.00000 42000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0115 640003-001 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0120 642001-001 45.000 M | 7.00000 315.00| 22.96000 1033.20| 12.00000 540.00 TEMPORARY BERM | | | 0125 642002-001 7.000 M | 70.00000 490.00| 45.93000 321.51| 25.00000 175.00 SLOPE DRAIN | | | 0127 642004-004 11.800 KG | 60.00000 708.00| 20.60000 243.08| 15.00000 177.00 SEED MIXTURE, L | | | 0130 642005-001 1.000 MGR | 1200.00000 1200.00| 824.00000 824.00| 850.00000 850.00 MULCH, STRAW OR HAY | | | 0135 642005-002 0.100 MGR | 1200.00000 120.00| 1236.00000 123.60| 1200.00000 120.00 MULCH, WOOD CELLULOSE FIBER | | | 0140 642006-001 0.100 MGR | 700.00000 70.00| 824.00000 82.40| 1000.00000 100.00 FERTILIZER | | | 0145 642009-001 60.000 M | 10.00000 600.00| 45.92000 2755.20| 10.00000 600.00 CONTOUR DITCH | | | 0150 642010-001 0.400 MGR | 70.00000 28.00| 92.70000 37.08| 100.00000 40.00 AGRICULTURAL LIMESTONE | | | 0155 642011-001 66.000 EA | 10.00000 660.00| 7.00000 462.00| 7.00000 462.00 HAY OR STRAW BALE | | | 0160 642012-001 60.000 M | 14.00000 840.00| 18.37000 1102.20| 7.00000 420.00 SILT FENCE | | | 0170 652001-001 0.400 MGR | 70.00000 28.00| 82.40000 32.96| 100.00000 40.00 AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.100 MGR | 700.00000 70.00| 824.00000 82.40| 1000.00000 100.00 FERTILIZER, 10-20-10 | | | 0180 652002-002 0.100 MGR | 1200.00000 120.00| 1442.00000 144.20| 1500.00000 150.00 FERTILIZER, UREA FORMALDEHYDE | | | 0183 652003-005 11.800 KG | 60.00000 708.00| 20.60000 243.08| 15.00000 177.00 SEED MIXTURE, L | | | 0185 652004-001 1.000 MGR | 1200.00000 1200.00| 824.00000 824.00| 850.00000 850.00 STRAW OR HAY MULCH | | | 0190 652004-002 0.100 MGR | 1200.00000 120.00| 1236.00000 123.60| 1200.00000 120.00 WOOD CELLULOSE FIBER MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 25-1696132 |(3) 34-0640780 |NATIONAL ENGINEERING & CONTR|BRAYMAN CONSTRUCTION CORPORA|RUHLIN COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 401001-011 AA1 516.000 MGR | 75.00000 38700.00| 77.25000 39861.00| 75.00000 38700.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0205 401001-012 AA2 492.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0210 401007-011 BB1 18.000 MGR | 80.00000 1440.00| 82.40000 1483.20| 80.00000 1440.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL 1 | | | 0215 401007-012 BB2 17.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG 1 | | | 0220 402001-011 DD1 113.000 MGR | 85.00000 9605.00| 87.55000 9893.15| 85.00000 9605.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0225 402001-012 DD2 111.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,015,487.40| $ 618,132.91| $ 669,266.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 PA GRADE, DRAIN, PAVE | | | 0230 201001-000 1.000 LS | 5000.00000 5000.00| 1.00000 1.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | | 0235 204001-000 LUMP| 10000.00000 10000.00| 110000.00000 110000.00| 100000.00000 100000.00 MOBILIZATION | | | 0237 207001-001 1796.000 M3 | 12.00000 21552.00| 4.17000 7489.32| 10.00000 17960.00 UNCLASSIFIED EXCAVATION | | | 0240 207002-000 459.000 M3 | 54.00000 24786.00| 51.50000 23638.50| 40.00000 18360.00 SUBGRADE | | | 0245 207034-000 3900.000 M2 | 1.00000 3900.00| 1.22000 4758.00| 1.50000 5850.00 FABRIC FOR SEPARATION | | | 0250 311006-001 432.000 M3 | 100.00000 43200.00| 103.00000 44496.00| 100.00000 43200.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0255 408002-001 864.000 L | 0.10000 86.40| 0.10000 86.40| 0.10000 86.40 BITUMINOUS MATERIAL | | | 0260 501005-012 3330.000 M2 | 60.00000 199800.00| 81.19000 270362.70| 55.00000 183150.00 300 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 25-1696132 |(3) 34-0640780 |NATIONAL ENGINEERING & CONTR|BRAYMAN CONSTRUCTION CORPORA|RUHLIN COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 501010-001 2.000 EA | 3000.00000 6000.00| 5098.50000 10197.00| 2500.00000 5000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0270 601002-001 1.000 M3 | 1000.00000 1000.00| 2781.00000 2781.00| 2600.00000 2600.00 CLASS B CONCRETE | | | 0275 604037-016 54.000 M | 155.00000 8370.00| 224.13000 12103.02| 200.00000 10800.00 450 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0280 605001-001 1.000 EA | 2000.00000 2000.00| 8034.00000 8034.00| 3000.00000 3000.00 TYPE A MANHOLE | | | 0285 605009-001 2.000 EA | 1700.00000 3400.00| 2163.00000 4326.00| 2500.00000 5000.00 TYPE G INLET | | | 0290 606029-001 533.000 M | 25.00000 13325.00| 30.57000 16293.81| 23.00000 12259.00 FREE DRAINING BASE TRENCH | | | 0295 606030-001 27.000 M | 200.00000 5400.00| 206.00000 5562.00| 100.00000 2700.00 OUTLET PIPE 150 MM | | | 0300 607001-001 307.000 M | 28.00000 8596.00| 28.84000 8853.88| 31.00000 9517.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0305 607065-001 1.000 EA | 1300.00000 1300.00| 1313.25000 1313.25| 1200.00000 1200.00 FLARED END TERMINAL | | | 0310 633001-001 15.000 M2 | 100.00000 1500.00| 113.30000 1699.50| 100.00000 1500.00 CONCRETE GUTTER | | | 0315 633003-001 25.000 M3 | 85.00000 2125.00| 137.34000 3433.50| 110.00000 2750.00 DUMPED ROCK GUTTER | | | 0320 637001-001 20.000 M3 | 22.00000 440.00| 140.00000 2800.00| 20.00000 400.00 WATER FOR DUST PALLIATIVE | | | 0325 639001-001 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0330 642001-001 200.000 M | 7.00000 1400.00| 22.96000 4592.00| 10.00000 2000.00 TEMPORARY BERM | | | 0335 642002-001 19.000 M | 70.00000 1330.00| 45.93000 872.67| 25.00000 475.00 SLOPE DRAIN | | | 0337 642004-004 50.200 KG | 60.00000 3012.00| 20.60000 1034.12| 22.00000 1104.40 SEED MIXTURE, L | | | 0340 642005-001 1.000 MGR | 1200.00000 1200.00| 824.00000 824.00| 850.00000 850.00 MULCH, STRAW OR HAY | | | 0345 642005-002 0.300 MGR | 1200.00000 360.00| 1236.00000 370.80| 1200.00000 360.00 MULCH, WOOD CELLULOSE FIBER | | | 0350 642006-001 0.200 MGR | 700.00000 140.00| 824.00000 164.80| 1000.00000 200.00 FERTILIZER | | | 0355 642007-001 228.000 M2 | 1.50000 342.00| 1.55000 353.40| 1.65000 376.20 FIBER MATTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 25-1696132 |(3) 34-0640780 |NATIONAL ENGINEERING & CONTR|BRAYMAN CONSTRUCTION CORPORA|RUHLIN COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 642009-001 260.000 M | 10.00000 2600.00| 45.92000 11939.20| 10.00000 2600.00 CONTOUR DITCH | | | 0365 642010-001 1.600 MGR | 70.00000 112.00| 82.40000 131.84| 100.00000 160.00 AGRICULTURAL LIMESTONE | | | 0370 642011-001 286.000 EA | 10.00000 2860.00| 7.00000 2002.00| 7.00000 2002.00 HAY OR STRAW BALE | | | 0375 642012-001 264.000 M | 14.00000 3696.00| 13.51000 3566.64| 9.00000 2376.00 SILT FENCE | | | 0385 652001-001 1.600 MGR | 70.00000 112.00| 82.40000 131.84| 100.00000 160.00 AGRICULTURAL LIMESTONE | | | 0390 652002-001 0.200 MGR | 700.00000 140.00| 824.00000 164.80| 1000.00000 200.00 FERTILIZER, 10-20-10 | | | 0395 652002-002 0.100 MGR | 1200.00000 120.00| 1442.00000 144.20| 1500.00000 150.00 FERTILIZER, UREA FORMALDEHYDE | | | 0400 652003-005 50.200 KG | 40.00000 2008.00| 20.60000 1034.12| 22.00000 1104.40 SEED MIXTURE, L | | | 0405 652004-001 1.000 MGR | 1200.00000 1200.00| 824.00000 824.00| 850.00000 850.00 STRAW OR HAY MULCH | | | 0410 652004-002 0.300 MGR | 1200.00000 360.00| 1236.00000 370.80| 1200.00000 360.00 WOOD CELLULOSE FIBER MULCH | | | 0425 402001-011 DD1 175.000 MGR | 85.00000 14875.00| 87.55000 15321.25| 85.00000 14875.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0430 402001-012 DD2 164.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | 0435 604025-016 EE1 62.000 M | 160.00000 9920.00| | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0440 604076-016 EE2 62.000 M | | 230.31000 14279.22| 200.00000 12400.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0445 604076-016 EE3 62.000 M | | | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A7 | | | SECTION TOTALS | $ 417,567.40| $ 603,350.58| $ 507,935.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 WV SIGNING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 25-1696132 |(3) 34-0640780 |NATIONAL ENGINEERING & CONTR|BRAYMAN CONSTRUCTION CORPORA|RUHLIN COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 657006-001 8.000 M | 80.00000 640.00| 103.00000 824.00| 80.00000 640.00 S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0455 657008-001 14.000 M | 15.00000 210.00| 16.48000 230.72| 14.75000 206.50 2.98 KG CHANNEL POST | | | 0460 657010-001 11.000 M | 20.00000 220.00| 25.75000 283.25| 18.10000 199.10 4.5 KG CHANNEL POST | | | 0465 657017-001 1.000 M3 | 1100.00000 1100.00| 1030.00000 1030.00| 1100.00000 1100.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0470 658001-001 5.000 M3 | 1100.00000 5500.00| 927.00000 4635.00| 1100.00000 5500.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0475 658003-001 1.000 EA | 14000.00000 14000.00| 15450.00000 15450.00| 14000.00000 14000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 0480 661001-001 4.000 M2 | 200.00000 800.00| 257.50000 1030.00| 200.00000 800.00 2 MM FLAT SHEET SIGN | | | 0485 661002-001 20.000 M2 | 280.00000 5600.00| 283.25000 5665.00| 275.00000 5500.00 EXTRUDED PANEL SIGN | | | SECTION TOTALS | $ 28,070.00| $ 29,147.97| $ 27,945.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0025 WV PAVEMENT MARKINGS | | | 0490 661004-001 9.000 EA | 4.00000 36.00| 5.15000 46.35| 3.30000 29.70 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | 0495 661008-001 9.000 EA | 55.00000 495.00| 56.65000 509.85| 55.00000 495.00 DELINEATOR BRACKET, TYPE C | | | 0500 663001-004 1009.000 M | 1.00000 1009.00| 1.03000 1039.27| 1.00000 1009.00 EDGE LINE, TYPE II WHITE | | | 0505 663001-004 1009.000 M | 1.00000 1009.00| 1.03000 1039.27| 1.00000 1009.00 EDGE LINE, TYPE II YELLOW | | | 0510 663002-005 253.000 M | 2.00000 506.00| 2.06000 521.18| 2.00000 506.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | SECTION TOTALS | $ 3,055.00| $ 3,155.92| $ 3,048.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 PA PAVEMENT MARKINGS | | | 0515 663001-004 265.000 M | 1.00000 265.00| 1.03000 272.95| 1.00000 265.00 EDGE LINE, TYPE II WHITE | | | 0520 663001-004 265.000 M | 1.00000 265.00| 1.03000 272.95| 1.00000 265.00 EDGE LINE, TYPE II YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 25-1696132 |(3) 34-0640780 |NATIONAL ENGINEERING & CONTR|BRAYMAN CONSTRUCTION CORPORA|RUHLIN COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0525 663002-005 66.000 M | 2.00000 132.00| 2.06000 135.96| 2.00000 132.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | SECTION TOTALS | $ 662.00| $ 681.86| $ 662.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0035 WV COMPUTER SYSTEM | | | 0530 640004-001 LUMP| 3000.00000 3000.00| 4200.00000 4200.00| 10000.00000 10000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,000.00| $ 4,200.00| $ 10,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 WV ON THE JOB TRAINING | | | 0535 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 WV BRIDGE NO. 4304 | | | 0540 212001-000 6516.000 M3 | 55.00000 358380.00| 40.28000 262464.48| 65.00000 423540.00 STRUCTURE EXCAVATION | | | 0545 212002-000 5802.000 M3 | 45.00000 261090.00| 30.52000 177077.04| 65.00000 377130.00 WET EXCAVATION | | | 0550 212005-000 122.000 M3 | 65.00000 7930.00| 64.09000 7818.98| 65.00000 7930.00 SELECT MATERIAL FOR BACKFILLING | | | 0555 218004-001 1902.000 M2 | 38.00000 72276.00| 30.21000 57459.42| 35.00000 66570.00 200 MM CRUSHED ROCK SLOPE PROTECTION | | | 0560 218006-000 3748.000 M3 | 55.00000 206140.00| 45.78000 171583.44| 65.00000 243620.00 FOUNDATION PROTECTION | | | 0565 601002-001 8821.000 M3 | 410.00000 3616610.00| 447.36000 3946162.56| 440.00000 3881240.00 CLASS B CONCRETE | | | 0570 601003-001 2359.000 M3 | 570.00000 1344630.00| 665.15000 1569088.85| 660.00000 1556940.00 CLASS K CONCRETE | | | 0575 601005-001 443.000 M3 | 140.00000 62020.00| 164.79000 73001.97| 180.00000 79740.00 CLASS C CONCRETE | | | 0580 602001-001 1026455.000 KG | 1.25000 1283068.75| 1.24000 1272804.20| 1.20000 1231746.00 REINFORCING STEEL BAR | | | 0585 602002-001 308998.000 KG | 1.35000 417147.30| 1.39000 429507.22| 1.40000 432597.20 EPOXY COATED REINFORCING STEEL BAR | | | 0590 615001-001 1.000 LS | 5425000.00000 5425000.00| 5899325.00000 5899325.00| 6370000.00000 6370000.00 STEEL SUPERSTRUCTURE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 25-1696132 |(3) 34-0640780 |NATIONAL ENGINEERING & CONTR|BRAYMAN CONSTRUCTION CORPORA|RUHLIN COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0592 615028-001 40.000 EA | 4500.00000 180000.00| 3708.00000 148320.00| 2000.00000 80000.00 GUIDED BEARING | | | 0593 615030-001 16.000 EA | 4500.00000 72000.00| 4120.00000 65920.00| 2000.00000 32000.00 FIXED BEARING | | | 0595 616005-016 4101.000 M | 155.00000 635655.00| 232.62000 953974.62| 140.00000 574140.00 HP360X108 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0600 631001-001 LUMP| 65000.00000 65000.00| 43697.75000 43697.75| 42425.00000 42425.00 ELECTRICAL WORK | | | 0605 639001-001 LUMP| 100000.00000 100000.00| 14000.00000 14000.00| 81000.00000 81000.00 CONSTRUCTION LAYOUT STAKE | | | 0615 679002-001 411.000 M3 | 800.00000 328800.00| 767.35000 315380.85| 700.00000 287700.00 SPECIALIZED CONCRETE OVERLAY | | | 0620 679006-001 LUMP| 2000.00000 2000.00| 515.00000 515.00| 3500.00000 3500.00 TEST SLAB | | | SECTION TOTALS | $ 14,437,747.05| $ 15,408,101.38| $ 15,771,818.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,906,388.85| $ 16,667,570.62| $ 16,991,476.30 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0924535 |(5) 62-1345425 |(6) 25-1100215 |C. J. MAHAN CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 WV GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 500000.00000 500000.00| 682000.00000 682000.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 200000.00000 200000.00| 100000.00000 100000.00| 100000.00000 100000.00 MOBILIZATION | | | 0020 207002-000 219.000 M3 | 35.00000 7665.00| 45.00000 9855.00| 54.00000 11826.00 SUBGRADE | | | 0025 207034-000 1852.000 M2 | 1.15000 2129.80| 1.50000 2778.00| 2.00000 3704.00 FABRIC FOR SEPARATION | | | 0030 311006-001 189.000 M3 | 115.00000 21735.00| 110.00000 20790.00| 77.00000 14553.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0035 408002-001 524.000 L | 0.10000 52.40| 1.00000 524.00| 1.00000 524.00 BITUMINOUS MATERIAL | | | 0040 501005-012 520.000 M2 | 80.00000 41600.00| 84.00000 43680.00| 70.00000 36400.00 300 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0045 502001-012 236.000 M2 | 149.00000 35164.00| 168.00000 39648.00| 150.00000 35400.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 604037-016 34.000 M | 130.00000 4420.00| 250.00000 8500.00| 170.00000 5780.00 450 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0055 605001-001 1.000 EA | 2270.00000 2270.00| 6500.00000 6500.00| 2700.00000 2700.00 TYPE A MANHOLE | | | 0060 605003-001 1.000 EA | 2240.00000 2240.00| 3000.00000 3000.00| 2000.00000 2000.00 TYPE A INLET | | | 0065 606029-001 291.000 M | 28.00000 8148.00| 32.00000 9312.00| 27.00000 7857.00 FREE DRAINING BASE TRENCH | | | 0070 606030-001 18.000 M | 228.00000 4104.00| 60.00000 1080.00| 50.00000 900.00 OUTLET PIPE 150 MM | | | 0075 607001-001 130.000 M | 30.00000 3900.00| 31.00000 4030.00| 33.00000 4290.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0080 607006-001 4.000 EA | 745.00000 2980.00| 850.00000 3400.00| 800.00000 3200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 607030-001 3.000 EA | 410.00000 1230.00| 425.00000 1275.00| 450.00000 1350.00 SPECIAL TRAILING END TERMINAL | | | 0090 608002-001 425.000 M | 40.00000 17000.00| 45.00000 19125.00| 19.00000 8075.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0095 638002-001 11.000 EA | 105.00000 1155.00| 100.00000 1100.00| 100.00000 1100.00 RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0924535 |(5) 62-1345425 |(6) 25-1100215 |C. J. MAHAN CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 638003-001 2.000 EA | 200.00000 400.00| 450.00000 900.00| 100.00000 200.00 SURVEY MARKER | | | 0105 639001-001 LUMP| 6000.00000 6000.00| 40000.00000 40000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640001-001 35.000 MO | 1000.00000 35000.00| 900.00000 31500.00| 500.00000 17500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0115 640003-001 LUMP| 11500.00000 11500.00| 2500.00000 2500.00| 500.00000 500.00 BUILDING EQUIPMENT | | | 0120 642001-001 45.000 M | 4.00000 180.00| 6.00000 270.00| 30.00000 1350.00 TEMPORARY BERM | | | 0125 642002-001 7.000 M | 80.00000 560.00| 35.00000 245.00| 40.00000 280.00 SLOPE DRAIN | | | 0127 642004-004 11.800 KG | 15.00000 177.00| 70.00000 826.00| 16.00000 188.80 SEED MIXTURE, L | | | 0130 642005-001 1.000 MGR | 850.00000 850.00| 1400.00000 1400.00| 1000.00000 1000.00 MULCH, STRAW OR HAY | | | 0135 642005-002 0.100 MGR | 1200.00000 120.00| 1400.00000 140.00| 1200.00000 120.00 MULCH, WOOD CELLULOSE FIBER | | | 0140 642006-001 0.100 MGR | 1000.00000 100.00| 800.00000 80.00| 1000.00000 100.00 FERTILIZER | | | 0145 642009-001 60.000 M | 4.00000 240.00| 6.00000 360.00| 50.00000 3000.00 CONTOUR DITCH | | | 0150 642010-001 0.400 MGR | 100.00000 40.00| 120.00000 48.00| 100.00000 40.00 AGRICULTURAL LIMESTONE | | | 0155 642011-001 66.000 EA | 8.00000 528.00| 5.00000 330.00| 25.00000 1650.00 HAY OR STRAW BALE | | | 0160 642012-001 60.000 M | 4.00000 240.00| 15.00000 900.00| 14.00000 840.00 SILT FENCE | | | 0170 652001-001 0.400 MGR | 100.00000 40.00| 120.00000 48.00| 100.00000 40.00 AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.100 MGR | 1000.00000 100.00| 800.00000 80.00| 1000.00000 100.00 FERTILIZER, 10-20-10 | | | 0180 652002-002 0.100 MGR | 1500.00000 150.00| 1400.00000 140.00| 1500.00000 150.00 FERTILIZER, UREA FORMALDEHYDE | | | 0183 652003-005 11.800 KG | 15.00000 177.00| 70.00000 826.00| 16.00000 188.80 SEED MIXTURE, L | | | 0185 652004-001 1.000 MGR | 850.00000 850.00| 1400.00000 1400.00| 1000.00000 1000.00 STRAW OR HAY MULCH | | | 0190 652004-002 0.100 MGR | 1200.00000 120.00| 1400.00000 140.00| 1200.00000 120.00 WOOD CELLULOSE FIBER MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0924535 |(5) 62-1345425 |(6) 25-1100215 |C. J. MAHAN CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 401001-011 AA1 516.000 MGR | 85.00000 43860.00| 52.00000 26832.00| 65.00000 33540.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0205 401001-012 AA2 492.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0210 401007-011 BB1 18.000 MGR | 91.00000 1638.00| 52.00000 936.00| 80.00000 1440.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL 1 | | | 0215 401007-012 BB2 17.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG 1 | | | 0220 402001-011 DD1 113.000 MGR | 97.00000 10961.00| 52.00000 5876.00| 75.00000 8475.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0225 402001-012 DD2 111.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 969,624.20| $ 1,072,374.00| $ 346,481.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 PA GRADE, DRAIN, PAVE | | | 0230 201001-000 1.000 LS | 100.00000 100.00| 450000.00000 450000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0235 204001-000 LUMP| 21000.00000 21000.00| 100000.00000 100000.00| 25000.00000 25000.00 MOBILIZATION | | | 0237 207001-001 1796.000 M3 | 9.00000 16164.00| 13.00000 23348.00| 20.00000 35920.00 UNCLASSIFIED EXCAVATION | | | 0240 207002-000 459.000 M3 | 35.00000 16065.00| 45.00000 20655.00| 54.00000 24786.00 SUBGRADE | | | 0245 207034-000 3900.000 M2 | 1.10000 4290.00| 1.50000 5850.00| 2.00000 7800.00 FABRIC FOR SEPARATION | | | 0250 311006-001 432.000 M3 | 114.00000 49248.00| 96.00000 41472.00| 77.00000 33264.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0255 408002-001 864.000 L | 0.10000 86.40| 1.00000 864.00| 1.00000 864.00 BITUMINOUS MATERIAL | | | 0260 501005-012 3330.000 M2 | 80.00000 266400.00| 84.00000 279720.00| 70.00000 233100.00 300 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0924535 |(5) 62-1345425 |(6) 25-1100215 |C. J. MAHAN CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 501010-001 2.000 EA | 7000.00000 14000.00| 3800.00000 7600.00| 2500.00000 5000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0270 601002-001 1.000 M3 | 1175.00000 1175.00| 3000.00000 3000.00| 1000.00000 1000.00 CLASS B CONCRETE | | | 0275 604037-016 54.000 M | 149.00000 8046.00| 250.00000 13500.00| 170.00000 9180.00 450 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0280 605001-001 1.000 EA | 2930.00000 2930.00| 8500.00000 8500.00| 2700.00000 2700.00 TYPE A MANHOLE | | | 0285 605009-001 2.000 EA | 2590.00000 5180.00| 2500.00000 5000.00| 2000.00000 4000.00 TYPE G INLET | | | 0290 606029-001 533.000 M | 28.00000 14924.00| 32.00000 17056.00| 27.00000 14391.00 FREE DRAINING BASE TRENCH | | | 0295 606030-001 27.000 M | 228.00000 6156.00| 60.00000 1620.00| 50.00000 1350.00 OUTLET PIPE 150 MM | | | 0300 607001-001 307.000 M | 31.00000 9517.00| 31.00000 9517.00| 33.00000 10131.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0305 607065-001 1.000 EA | 1200.00000 1200.00| 1450.00000 1450.00| 1300.00000 1300.00 FLARED END TERMINAL | | | 0310 633001-001 15.000 M2 | 175.00000 2625.00| 130.00000 1950.00| 100.00000 1500.00 CONCRETE GUTTER | | | 0315 633003-001 25.000 M3 | 70.00000 1750.00| 65.00000 1625.00| 100.00000 2500.00 DUMPED ROCK GUTTER | | | 0320 637001-001 20.000 M3 | 29.00000 580.00| 5.00000 100.00| 65.00000 1300.00 WATER FOR DUST PALLIATIVE | | | 0325 639001-001 LUMP| 10000.00000 10000.00| 40000.00000 40000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0330 642001-001 200.000 M | 4.00000 800.00| 5.00000 1000.00| 30.00000 6000.00 TEMPORARY BERM | | | 0335 642002-001 19.000 M | 80.00000 1520.00| 30.00000 570.00| 40.00000 760.00 SLOPE DRAIN | | | 0337 642004-004 50.200 KG | 22.00000 1104.40| 50.00000 2510.00| 16.00000 803.20 SEED MIXTURE, L | | | 0340 642005-001 1.000 MGR | 850.00000 850.00| 1400.00000 1400.00| 1000.00000 1000.00 MULCH, STRAW OR HAY | | | 0345 642005-002 0.300 MGR | 1200.00000 360.00| 1400.00000 420.00| 1200.00000 360.00 MULCH, WOOD CELLULOSE FIBER | | | 0350 642006-001 0.200 MGR | 1000.00000 200.00| 800.00000 160.00| 1000.00000 200.00 FERTILIZER | | | 0355 642007-001 228.000 M2 | 1.50000 342.00| 5.00000 1140.00| 2.00000 456.00 FIBER MATTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0924535 |(5) 62-1345425 |(6) 25-1100215 |C. J. MAHAN CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 642009-001 260.000 M | 4.00000 1040.00| 5.00000 1300.00| 50.00000 13000.00 CONTOUR DITCH | | | 0365 642010-001 1.600 MGR | 100.00000 160.00| 120.00000 192.00| 100.00000 160.00 AGRICULTURAL LIMESTONE | | | 0370 642011-001 286.000 EA | 8.00000 2288.00| 5.00000 1430.00| 25.00000 7150.00 HAY OR STRAW BALE | | | 0375 642012-001 264.000 M | 4.00000 1056.00| 15.00000 3960.00| 14.00000 3696.00 SILT FENCE | | | 0385 652001-001 1.600 MGR | 100.00000 160.00| 120.00000 192.00| 100.00000 160.00 AGRICULTURAL LIMESTONE | | | 0390 652002-001 0.200 MGR | 1000.00000 200.00| 800.00000 160.00| 1000.00000 200.00 FERTILIZER, 10-20-10 | | | 0395 652002-002 0.100 MGR | 1500.00000 150.00| 1400.00000 140.00| 1500.00000 150.00 FERTILIZER, UREA FORMALDEHYDE | | | 0400 652003-005 50.200 KG | 22.00000 1104.40| 50.00000 2510.00| 16.00000 803.20 SEED MIXTURE, L | | | 0405 652004-001 1.000 MGR | 850.00000 850.00| 1400.00000 1400.00| 1000.00000 1000.00 STRAW OR HAY MULCH | | | 0410 652004-002 0.300 MGR | 1200.00000 360.00| 1400.00000 420.00| 1200.00000 360.00 WOOD CELLULOSE FIBER MULCH | | | 0425 402001-011 DD1 175.000 MGR | 97.00000 16975.00| 64.00000 11200.00| 75.00000 13125.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0430 402001-012 DD2 164.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | 0435 604025-016 EE1 62.000 M | 175.00000 10850.00| | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0440 604076-016 EE2 62.000 M | | 250.00000 15500.00| 200.00000 12400.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0445 604076-016 EE3 62.000 M | | | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A7 | | | SECTION TOTALS | $ 491,806.20| $ 1,078,431.00| $ 491,869.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 WV SIGNING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0924535 |(5) 62-1345425 |(6) 25-1100215 |C. J. MAHAN CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 657006-001 8.000 M | 80.00000 640.00| 200.00000 1600.00| 80.00000 640.00 S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0455 657008-001 14.000 M | 15.00000 210.00| 28.00000 392.00| 16.00000 224.00 2.98 KG CHANNEL POST | | | 0460 657010-001 11.000 M | 18.00000 198.00| 29.00000 319.00| 20.00000 220.00 4.5 KG CHANNEL POST | | | 0465 657017-001 1.000 M3 | 1100.00000 1100.00| 1200.00000 1200.00| 1200.00000 1200.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0470 658001-001 5.000 M3 | 1100.00000 5500.00| 750.00000 3750.00| 1200.00000 6000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0475 658003-001 1.000 EA | 14000.00000 14000.00| 20000.00000 20000.00| 14000.00000 14000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 0480 661001-001 4.000 M2 | 200.00000 800.00| 230.00000 920.00| 200.00000 800.00 2 MM FLAT SHEET SIGN | | | 0485 661002-001 20.000 M2 | 275.00000 5500.00| 260.00000 5200.00| 275.00000 5500.00 EXTRUDED PANEL SIGN | | | SECTION TOTALS | $ 27,948.00| $ 33,381.00| $ 28,584.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0025 WV PAVEMENT MARKINGS | | | 0490 661004-001 9.000 EA | 3.00000 27.00| 15.00000 135.00| 4.00000 36.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | 0495 661008-001 9.000 EA | 55.00000 495.00| 55.00000 495.00| 55.00000 495.00 DELINEATOR BRACKET, TYPE C | | | 0500 663001-004 1009.000 M | 1.00000 1009.00| 1.10000 1109.90| 1.00000 1009.00 EDGE LINE, TYPE II WHITE | | | 0505 663001-004 1009.000 M | 1.00000 1009.00| 1.10000 1109.90| 1.00000 1009.00 EDGE LINE, TYPE II YELLOW | | | 0510 663002-005 253.000 M | 2.00000 506.00| 2.20000 556.60| 2.00000 506.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | SECTION TOTALS | $ 3,046.00| $ 3,406.40| $ 3,055.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 PA PAVEMENT MARKINGS | | | 0515 663001-004 265.000 M | 1.00000 265.00| 1.10000 291.50| 1.00000 265.00 EDGE LINE, TYPE II WHITE | | | 0520 663001-004 265.000 M | 1.00000 265.00| 1.10000 291.50| 1.00000 265.00 EDGE LINE, TYPE II YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0924535 |(5) 62-1345425 |(6) 25-1100215 |C. J. MAHAN CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0525 663002-005 66.000 M | 2.00000 132.00| 2.20000 145.20| 2.00000 132.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | SECTION TOTALS | $ 662.00| $ 728.20| $ 662.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0035 WV COMPUTER SYSTEM | | | 0530 640004-001 LUMP| 4000.00000 4000.00| 4500.40000 4500.40| 7000.00000 7000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 4,500.40| $ 7,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 WV ON THE JOB TRAINING | | | 0535 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 WV BRIDGE NO. 4304 | | | 0540 212001-000 6516.000 M3 | 34.00000 221544.00| 33.00000 215028.00| 46.00000 299736.00 STRUCTURE EXCAVATION | | | 0545 212002-000 5802.000 M3 | 26.00000 150852.00| 65.00000 377130.00| 50.00000 290100.00 WET EXCAVATION | | | 0550 212005-000 122.000 M3 | 70.00000 8540.00| 98.00000 11956.00| 100.00000 12200.00 SELECT MATERIAL FOR BACKFILLING | | | 0555 218004-001 1902.000 M2 | 40.00000 76080.00| 22.00000 41844.00| 65.00000 123630.00 200 MM CRUSHED ROCK SLOPE PROTECTION | | | 0560 218006-000 3748.000 M3 | 50.00000 187400.00| 46.00000 172408.00| 110.00000 412280.00 FOUNDATION PROTECTION | | | 0565 601002-001 8821.000 M3 | 500.00000 4410500.00| 385.00000 3396085.00| 500.00000 4410500.00 CLASS B CONCRETE | | | 0570 601003-001 2359.000 M3 | 580.00000 1368220.00| 635.00000 1497965.00| 1200.00000 2830800.00 CLASS K CONCRETE | | | 0575 601005-001 443.000 M3 | 150.00000 66450.00| 190.00000 84170.00| 160.00000 70880.00 CLASS C CONCRETE | | | 0580 602001-001 1026455.000 KG | 1.15000 1180423.25| 1.60000 1642328.00| 1.25000 1283068.75 REINFORCING STEEL BAR | | | 0585 602002-001 308998.000 KG | 1.42000 438777.16| 1.75000 540746.50| 1.50000 463497.00 EPOXY COATED REINFORCING STEEL BAR | | | 0590 615001-001 1.000 LS | 6550000.00000 6550000.00| 6175000.00000 6175000.00| 5114000.00000 5114000.00 STEEL SUPERSTRUCTURE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0924535 |(5) 62-1345425 |(6) 25-1100215 |C. J. MAHAN CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, |MOSITES CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0592 615028-001 40.000 EA | 5000.00000 200000.00| 5200.00000 208000.00| 4000.00000 160000.00 GUIDED BEARING | | | 0593 615030-001 16.000 EA | 5100.00000 81600.00| 5200.00000 83200.00| 4000.00000 64000.00 FIXED BEARING | | | 0595 616005-016 4101.000 M | 170.00000 697170.00| 145.00000 594645.00| 225.00000 922725.00 HP360X108 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0600 631001-001 LUMP| 42500.00000 42500.00| 90000.00000 90000.00| 40000.00000 40000.00 ELECTRICAL WORK | | | 0605 639001-001 LUMP| 60000.00000 60000.00| 40000.50000 40000.50| 120000.00000 120000.00 CONSTRUCTION LAYOUT STAKE | | | 0615 679002-001 411.000 M3 | 700.00000 287700.00| 800.00000 328800.00| 700.00000 287700.00 SPECIALIZED CONCRETE OVERLAY | | | 0620 679006-001 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 2700.00000 2700.00 TEST SLAB | | | SECTION TOTALS | $ 16,030,256.41| $ 15,500,806.00| $ 16,907,816.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,528,142.81| $ 17,694,427.00| $ 17,786,268.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1355037 |(8) 25-1021993 |(9) 55-0487806 |DICK CORPORATION |TRUMBULL CORPORATION |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 WV GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 25000.00000 25000.00| 10000.00000 10000.00| 690000.00000 690000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 10000.00000 10000.00| 450000.00000 450000.00| 150000.00000 150000.00 MOBILIZATION | | | 0020 207002-000 219.000 M3 | 60.00000 13140.00| 48.00000 10512.00| 52.00000 11388.00 SUBGRADE | | | 0025 207034-000 1852.000 M2 | 3.00000 5556.00| 1.35000 2500.20| 1.25000 2315.00 FABRIC FOR SEPARATION | | | 0030 311006-001 189.000 M3 | 40.00000 7560.00| 103.00000 19467.00| 113.00000 21357.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0035 408002-001 524.000 L | 1.00000 524.00| 0.50000 262.00| 0.55000 288.20 BITUMINOUS MATERIAL | | | 0040 501005-012 520.000 M2 | 70.00000 36400.00| 65.00000 33800.00| 91.00000 47320.00 300 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0045 502001-012 236.000 M2 | 140.00000 33040.00| 130.00000 30680.00| 206.00000 48616.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 604037-016 34.000 M | 170.00000 5780.00| 210.00000 7140.00| 240.00000 8160.00 450 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0055 605001-001 1.000 EA | 3000.00000 3000.00| 2000.00000 2000.00| 3500.00000 3500.00 TYPE A MANHOLE | | | 0060 605003-001 1.000 EA | 2000.00000 2000.00| 1400.00000 1400.00| 2600.00000 2600.00 TYPE A INLET | | | 0065 606029-001 291.000 M | 12.00000 3492.00| 28.00000 8148.00| 37.00000 10767.00 FREE DRAINING BASE TRENCH | | | 0070 606030-001 18.000 M | 100.00000 1800.00| 60.00000 1080.00| 130.00000 2340.00 OUTLET PIPE 150 MM | | | 0075 607001-001 130.000 M | 33.00000 4290.00| 28.00000 3640.00| 31.00000 4030.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0080 607006-001 4.000 EA | 850.00000 3400.00| 800.00000 3200.00| 880.00000 3520.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 607030-001 3.000 EA | 325.00000 975.00| 385.00000 1155.00| 425.00000 1275.00 SPECIAL TRAILING END TERMINAL | | | 0090 608002-001 425.000 M | 60.00000 25500.00| 25.00000 10625.00| 43.00000 18275.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0095 638002-001 11.000 EA | 75.00000 825.00| 90.00000 990.00| 54.00000 594.00 RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1355037 |(8) 25-1021993 |(9) 55-0487806 |DICK CORPORATION |TRUMBULL CORPORATION |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 638003-001 2.000 EA | 200.00000 400.00| 170.00000 340.00| 210.00000 420.00 SURVEY MARKER | | | 0105 639001-001 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 4300.00000 4300.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640001-001 35.000 MO | 1000.00000 35000.00| 800.00000 28000.00| 1200.00000 42000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0115 640003-001 LUMP| 15000.00000 15000.00| 3500.00000 3500.00| 2000.00000 2000.00 BUILDING EQUIPMENT | | | 0120 642001-001 45.000 M | 30.00000 1350.00| 3.25000 146.25| 6.50000 292.50 TEMPORARY BERM | | | 0125 642002-001 7.000 M | 100.00000 700.00| 85.00000 595.00| 75.00000 525.00 SLOPE DRAIN | | | 0127 642004-004 11.800 KG | 20.00000 236.00| 15.00000 177.00| 66.00000 778.80 SEED MIXTURE, L | | | 0130 642005-001 1.000 MGR | 1000.00000 1000.00| 850.00000 850.00| 1320.00000 1320.00 MULCH, STRAW OR HAY | | | 0135 642005-002 0.100 MGR | 1500.00000 150.00| 1200.00000 120.00| 1320.00000 132.00 MULCH, WOOD CELLULOSE FIBER | | | 0140 642006-001 0.100 MGR | 1200.00000 120.00| 1000.00000 100.00| 750.00000 75.00 FERTILIZER | | | 0145 642009-001 60.000 M | 30.00000 1800.00| 2.00000 120.00| 2.25000 135.00 CONTOUR DITCH | | | 0150 642010-001 0.400 MGR | 500.00000 200.00| 100.00000 40.00| 77.00000 30.80 AGRICULTURAL LIMESTONE | | | 0155 642011-001 66.000 EA | 50.00000 3300.00| 1.00000 66.00| 8.00000 528.00 HAY OR STRAW BALE | | | 0160 642012-001 60.000 M | 20.00000 1200.00| 6.30000 378.00| 10.00000 600.00 SILT FENCE | | | 0170 652001-001 0.400 MGR | 200.00000 80.00| 100.00000 40.00| 77.00000 30.80 AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.100 MGR | 2000.00000 200.00| 1000.00000 100.00| 700.00000 70.00 FERTILIZER, 10-20-10 | | | 0180 652002-002 0.100 MGR | 2000.00000 200.00| 1500.00000 150.00| 1320.00000 132.00 FERTILIZER, UREA FORMALDEHYDE | | | 0183 652003-005 11.800 KG | 20.00000 236.00| 15.00000 177.00| 66.00000 778.80 SEED MIXTURE, L | | | 0185 652004-001 1.000 MGR | 1000.00000 1000.00| 850.00000 850.00| 1320.00000 1320.00 STRAW OR HAY MULCH | | | 0190 652004-002 0.100 MGR | 1500.00000 150.00| 1200.00000 120.00| 1320.00000 132.00 WOOD CELLULOSE FIBER MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1355037 |(8) 25-1021993 |(9) 55-0487806 |DICK CORPORATION |TRUMBULL CORPORATION |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 401001-011 AA1 516.000 MGR | 50.00000 25800.00| 47.00000 24252.00| 52.00000 26832.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0205 401001-012 AA2 492.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0210 401007-011 BB1 18.000 MGR | 100.00000 1800.00| 47.00000 846.00| 52.00000 936.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL 1 | | | 0215 401007-012 BB2 17.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG 1 | | | 0220 402001-011 DD1 113.000 MGR | 100.00000 11300.00| 65.00000 7345.00| 64.00000 7232.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0225 402001-012 DD2 111.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 303,504.00| $ 679,911.45| $ 1,116,945.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 PA GRADE, DRAIN, PAVE | | | 0230 201001-000 1.000 LS | 20000.00000 20000.00| 10000.00000 10000.00| 280000.00000 280000.00 CLEARING AND GRUBBING | | | 0235 204001-000 LUMP| 350000.00000 350000.00| 15000.00000 15000.00| 150000.00000 150000.00 MOBILIZATION | | | 0237 207001-001 1796.000 M3 | 15.00000 26940.00| 14.00000 25144.00| 16.00000 28736.00 UNCLASSIFIED EXCAVATION | | | 0240 207002-000 459.000 M3 | 60.00000 27540.00| 47.00000 21573.00| 52.00000 23868.00 SUBGRADE | | | 0245 207034-000 3900.000 M2 | 3.00000 11700.00| 1.35000 5265.00| 1.25000 4875.00 FABRIC FOR SEPARATION | | | 0250 311006-001 432.000 M3 | 40.00000 17280.00| 90.00000 38880.00| 100.00000 43200.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0255 408002-001 864.000 L | 1.00000 864.00| 0.50000 432.00| 0.55000 475.20 BITUMINOUS MATERIAL | | | 0260 501005-012 3330.000 M2 | 60.00000 199800.00| 62.00000 206460.00| 91.00000 303030.00 300 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1355037 |(8) 25-1021993 |(9) 55-0487806 |DICK CORPORATION |TRUMBULL CORPORATION |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 501010-001 2.000 EA | 2000.00000 4000.00| 2100.00000 4200.00| 3700.00000 7400.00 BRIDGE APPROACH EXPANSION JOINT | | | 0270 601002-001 1.000 M3 | 1000.00000 1000.00| 1900.00000 1900.00| 1600.00000 1600.00 CLASS B CONCRETE | | | 0275 604037-016 54.000 M | 160.00000 8640.00| 200.00000 10800.00| 250.00000 13500.00 450 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0280 605001-001 1.000 EA | 3000.00000 3000.00| 2500.00000 2500.00| 4600.00000 4600.00 TYPE A MANHOLE | | | 0285 605009-001 2.000 EA | 2500.00000 5000.00| 1700.00000 3400.00| 2500.00000 5000.00 TYPE G INLET | | | 0290 606029-001 533.000 M | 20.00000 10660.00| 28.00000 14924.00| 37.00000 19721.00 FREE DRAINING BASE TRENCH | | | 0295 606030-001 27.000 M | 100.00000 2700.00| 50.00000 1350.00| 150.00000 4050.00 OUTLET PIPE 150 MM | | | 0300 607001-001 307.000 M | 30.00000 9210.00| 28.00000 8596.00| 31.00000 9517.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0305 607065-001 1.000 EA | 1300.00000 1300.00| 1275.00000 1275.00| 1400.00000 1400.00 FLARED END TERMINAL | | | 0310 633001-001 15.000 M2 | 100.00000 1500.00| 57.00000 855.00| 121.00000 1815.00 CONCRETE GUTTER | | | 0315 633003-001 25.000 M3 | 80.00000 2000.00| 80.00000 2000.00| 90.00000 2250.00 DUMPED ROCK GUTTER | | | 0320 637001-001 20.000 M3 | 80.00000 1600.00| 10.00000 200.00| 13.00000 260.00 WATER FOR DUST PALLIATIVE | | | 0325 639001-001 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 4300.00000 4300.00 CONSTRUCTION LAYOUT STAKE | | | 0330 642001-001 200.000 M | 30.00000 6000.00| 3.25000 650.00| 6.50000 1300.00 TEMPORARY BERM | | | 0335 642002-001 19.000 M | 100.00000 1900.00| 65.00000 1235.00| 75.00000 1425.00 SLOPE DRAIN | | | 0337 642004-004 50.200 KG | 25.00000 1255.00| 22.00000 1104.40| 44.00000 2208.80 SEED MIXTURE, L | | | 0340 642005-001 1.000 MGR | 1000.00000 1000.00| 850.00000 850.00| 1320.00000 1320.00 MULCH, STRAW OR HAY | | | 0345 642005-002 0.300 MGR | 1500.00000 450.00| 1200.00000 360.00| 1320.00000 396.00 MULCH, WOOD CELLULOSE FIBER | | | 0350 642006-001 0.200 MGR | 2000.00000 400.00| 1000.00000 200.00| 750.00000 150.00 FERTILIZER | | | 0355 642007-001 228.000 M2 | 3.00000 684.00| 1.65000 376.20| 1.50000 342.00 FIBER MATTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1355037 |(8) 25-1021993 |(9) 55-0487806 |DICK CORPORATION |TRUMBULL CORPORATION |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 642009-001 260.000 M | 30.00000 7800.00| 2.00000 520.00| 2.25000 585.00 CONTOUR DITCH | | | 0365 642010-001 1.600 MGR | 500.00000 800.00| 100.00000 160.00| 77.00000 123.20 AGRICULTURAL LIMESTONE | | | 0370 642011-001 286.000 EA | 25.00000 7150.00| 1.00000 286.00| 8.00000 2288.00 HAY OR STRAW BALE | | | 0375 642012-001 264.000 M | 20.00000 5280.00| 6.00000 1584.00| 10.00000 2640.00 SILT FENCE | | | 0385 652001-001 1.600 MGR | 1000.00000 1600.00| 100.00000 160.00| 77.00000 123.20 AGRICULTURAL LIMESTONE | | | 0390 652002-001 0.200 MGR | 2000.00000 400.00| 1000.00000 200.00| 750.00000 150.00 FERTILIZER, 10-20-10 | | | 0395 652002-002 0.100 MGR | 2000.00000 200.00| 1500.00000 150.00| 1320.00000 132.00 FERTILIZER, UREA FORMALDEHYDE | | | 0400 652003-005 50.200 KG | 25.00000 1255.00| 22.00000 1104.40| 44.00000 2208.80 SEED MIXTURE, L | | | 0405 652004-001 1.000 MGR | 1000.00000 1000.00| 850.00000 850.00| 1320.00000 1320.00 STRAW OR HAY MULCH | | | 0410 652004-002 0.300 MGR | 1500.00000 450.00| 1200.00000 360.00| 1320.00000 396.00 WOOD CELLULOSE FIBER MULCH | | | 0425 402001-011 DD1 175.000 MGR | 100.00000 17500.00| 58.00000 10150.00| 64.00000 11200.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0430 402001-012 DD2 164.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | 0435 604025-016 EE1 62.000 M | 400.00000 24800.00| | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0440 604076-016 EE2 62.000 M | | 132.00000 8184.00| 246.00000 15252.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0445 604076-016 EE3 62.000 M | | | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A7 | | | SECTION TOTALS | $ 804,658.00| $ 408,238.00| $ 953,157.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 WV SIGNING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1355037 |(8) 25-1021993 |(9) 55-0487806 |DICK CORPORATION |TRUMBULL CORPORATION |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 657006-001 8.000 M | 150.00000 1200.00| 80.00000 640.00| 180.00000 1440.00 S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0455 657008-001 14.000 M | 25.00000 350.00| 14.75000 206.50| 23.00000 322.00 2.98 KG CHANNEL POST | | | 0460 657010-001 11.000 M | 25.00000 275.00| 18.00000 198.00| 24.00000 264.00 4.5 KG CHANNEL POST | | | 0465 657017-001 1.000 M3 | 1000.00000 1000.00| 1100.00000 1100.00| 1100.00000 1100.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0470 658001-001 5.000 M3 | 1000.00000 5000.00| 1100.00000 5500.00| 675.00000 3375.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0475 658003-001 1.000 EA | 20000.00000 20000.00| 14000.00000 14000.00| 18500.00000 18500.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 0480 661001-001 4.000 M2 | 200.00000 800.00| 200.00000 800.00| 220.00000 880.00 2 MM FLAT SHEET SIGN | | | 0485 661002-001 20.000 M2 | 250.00000 5000.00| 275.00000 5500.00| 260.00000 5200.00 EXTRUDED PANEL SIGN | | | SECTION TOTALS | $ 33,625.00| $ 27,944.50| $ 31,081.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0025 WV PAVEMENT MARKINGS | | | 0490 661004-001 9.000 EA | 20.00000 180.00| 3.30000 29.70| 5.50000 49.50 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | 0495 661008-001 9.000 EA | 50.00000 450.00| 55.00000 495.00| 550.00000 4950.00 DELINEATOR BRACKET, TYPE C | | | 0500 663001-004 1009.000 M | 1.00000 1009.00| 1.00000 1009.00| 1.00000 1009.00 EDGE LINE, TYPE II WHITE | | | 0505 663001-004 1009.000 M | 1.00000 1009.00| 1.00000 1009.00| 1.00000 1009.00 EDGE LINE, TYPE II YELLOW | | | 0510 663002-005 253.000 M | 2.00000 506.00| 2.00000 506.00| 2.00000 506.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | SECTION TOTALS | $ 3,154.00| $ 3,048.70| $ 7,523.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 PA PAVEMENT MARKINGS | | | 0515 663001-004 265.000 M | 1.00000 265.00| 1.00000 265.00| 1.00000 265.00 EDGE LINE, TYPE II WHITE | | | 0520 663001-004 265.000 M | 1.00000 265.00| 1.00000 265.00| 1.00000 265.00 EDGE LINE, TYPE II YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1355037 |(8) 25-1021993 |(9) 55-0487806 |DICK CORPORATION |TRUMBULL CORPORATION |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0525 663002-005 66.000 M | 2.00000 132.00| 2.00000 132.00| 2.00000 132.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | SECTION TOTALS | $ 662.00| $ 662.00| $ 662.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0035 WV COMPUTER SYSTEM | | | 0530 640004-001 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 3600.00000 3600.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| $ 5,000.00| $ 3,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 WV ON THE JOB TRAINING | | | 0535 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 WV BRIDGE NO. 4304 | | | 0540 212001-000 6516.000 M3 | 30.00000 195480.00| 50.00000 325800.00| 41.00000 267156.00 STRUCTURE EXCAVATION | | | 0545 212002-000 5802.000 M3 | 40.00000 232080.00| 50.00000 290100.00| 32.00000 185664.00 WET EXCAVATION | | | 0550 212005-000 122.000 M3 | 70.00000 8540.00| 55.00000 6710.00| 118.00000 14396.00 SELECT MATERIAL FOR BACKFILLING | | | 0555 218004-001 1902.000 M2 | 40.00000 76080.00| 40.00000 76080.00| 43.00000 81786.00 200 MM CRUSHED ROCK SLOPE PROTECTION | | | 0560 218006-000 3748.000 M3 | 90.00000 337320.00| 35.00000 131180.00| 56.00000 209888.00 FOUNDATION PROTECTION | | | 0565 601002-001 8821.000 M3 | 400.00000 3528400.00| 440.00000 3881240.00| 575.00000 5072075.00 CLASS B CONCRETE | | | 0570 601003-001 2359.000 M3 | 550.00000 1297450.00| 755.00000 1781045.00| 637.00000 1502683.00 CLASS K CONCRETE | | | 0575 601005-001 443.000 M3 | 200.00000 88600.00| 148.00000 65564.00| 250.00000 110750.00 CLASS C CONCRETE | | | 0580 602001-001 1026455.000 KG | 1.20000 1231746.00| 1.50000 1539682.50| 1.39000 1426772.45 REINFORCING STEEL BAR | | | 0585 602002-001 308998.000 KG | 1.50000 463497.00| 1.70000 525296.60| 1.69000 522206.62 EPOXY COATED REINFORCING STEEL BAR | | | 0590 615001-001 1.000 LS | 7650000.00000 7650000.00| 7069000.00000 7069000.00| 5900000.00000 5900000.00 STEEL SUPERSTRUCTURE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1355037 |(8) 25-1021993 |(9) 55-0487806 |DICK CORPORATION |TRUMBULL CORPORATION |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0592 615028-001 40.000 EA | 5000.00000 200000.00| 4500.00000 180000.00| 5300.00000 212000.00 GUIDED BEARING | | | 0593 615030-001 16.000 EA | 5000.00000 80000.00| 3500.00000 56000.00| 5500.00000 88000.00 FIXED BEARING | | | 0595 616005-016 4101.000 M | 300.00000 1230300.00| 255.00000 1045755.00| 190.00000 779190.00 HP360X108 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0600 631001-001 LUMP| 40000.00000 40000.00| 48000.00000 48000.00| 82000.00000 82000.00 ELECTRICAL WORK | | | 0605 639001-001 LUMP| 100000.00000 100000.00| 50000.00000 50000.00| 74000.00000 74000.00 CONSTRUCTION LAYOUT STAKE | | | 0615 679002-001 411.000 M3 | 750.00000 308250.00| 755.00000 310305.00| 840.00000 345240.00 SPECIALIZED CONCRETE OVERLAY | | | 0620 679006-001 LUMP| 2000.00000 2000.00| 600.00000 600.00| 4100.00000 4100.00 TEST SLAB | | | SECTION TOTALS | $ 17,069,743.00| $ 17,382,358.10| $ 16,877,907.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,226,146.00| $ 18,507,962.75| $ 18,991,676.67 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 39-0884623 | | |EDWARD KRAEMER & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 WV GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 55000.00000 55000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 479640.00000 479640.00| | MOBILIZATION | | | 0020 207002-000 219.000 M3 | 50.00000 10950.00| | SUBGRADE | | | 0025 207034-000 1852.000 M2 | 1.00000 1852.00| | FABRIC FOR SEPARATION | | | 0030 311006-001 189.000 M3 | 100.00000 18900.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0035 408002-001 524.000 L | 0.10000 52.40| | BITUMINOUS MATERIAL | | | 0040 501005-012 520.000 M2 | 78.83000 40991.60| | 300 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0045 502001-012 236.000 M2 | 165.00000 38940.00| | 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 604037-016 34.000 M | 223.04000 7583.36| | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0055 605001-001 1.000 EA | 5800.00000 5800.00| | TYPE A MANHOLE | | | 0060 605003-001 1.000 EA | 2800.00000 2800.00| | TYPE A INLET | | | 0065 606029-001 291.000 M | 29.68000 8636.88| | FREE DRAINING BASE TRENCH | | | 0070 606030-001 18.000 M | 150.00000 2700.00| | OUTLET PIPE 150 MM | | | 0075 607001-001 130.000 M | 31.00000 4030.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0080 607006-001 4.000 EA | 750.00000 3000.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 607030-001 3.000 EA | 415.00000 1245.00| | SPECIAL TRAILING END TERMINAL | | | 0090 608002-001 425.000 M | 39.00000 16575.00| | 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0095 638002-001 11.000 EA | 75.00000 825.00| | RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 39-0884623 | | |EDWARD KRAEMER & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 638003-001 2.000 EA | 225.00000 450.00| | SURVEY MARKER | | | 0105 639001-001 LUMP| 13800.00000 13800.00| | CONSTRUCTION LAYOUT STAKE | | | 0110 640001-001 35.000 MO | 550.00000 19250.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0115 640003-001 LUMP| 4600.00000 4600.00| | BUILDING EQUIPMENT | | | 0120 642001-001 45.000 M | 30.00000 1350.00| | TEMPORARY BERM | | | 0125 642002-001 7.000 M | 100.00000 700.00| | SLOPE DRAIN | | | 0127 642004-004 11.800 KG | 15.00000 177.00| | SEED MIXTURE, L | | | 0130 642005-001 1.000 MGR | 850.00000 850.00| | MULCH, STRAW OR HAY | | | 0135 642005-002 0.100 MGR | 1200.00000 120.00| | MULCH, WOOD CELLULOSE FIBER | | | 0140 642006-001 0.100 MGR | 1000.00000 100.00| | FERTILIZER | | | 0145 642009-001 60.000 M | 15.00000 900.00| | CONTOUR DITCH | | | 0150 642010-001 0.400 MGR | 100.00000 40.00| | AGRICULTURAL LIMESTONE | | | 0155 642011-001 66.000 EA | 10.00000 660.00| | HAY OR STRAW BALE | | | 0160 642012-001 60.000 M | 12.00000 720.00| | SILT FENCE | | | 0170 652001-001 0.400 MGR | 100.00000 40.00| | AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.100 MGR | 1000.00000 100.00| | FERTILIZER, 10-20-10 | | | 0180 652002-002 0.100 MGR | 1500.00000 150.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0183 652003-005 11.800 KG | 15.00000 177.00| | SEED MIXTURE, L | | | 0185 652004-001 1.000 MGR | 850.00000 850.00| | STRAW OR HAY MULCH | | | 0190 652004-002 0.100 MGR | 1200.00000 120.00| | WOOD CELLULOSE FIBER MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 39-0884623 | | |EDWARD KRAEMER & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 401001-011 AA1 516.000 MGR | 75.00000 38700.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0205 401001-012 AA2 492.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0210 401007-011 BB1 18.000 MGR | 80.00000 1440.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL 1 | | | 0215 401007-012 BB2 17.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG 1 | | | 0220 402001-011 DD1 113.000 MGR | 85.00000 9605.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0225 402001-012 DD2 111.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 794,420.24| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 PA GRADE, DRAIN, PAVE | | | 0230 201001-000 1.000 LS | 1500.00000 1500.00| | CLEARING AND GRUBBING | | | 0235 204001-000 LUMP| 12000.00000 12000.00| | MOBILIZATION | | | 0237 207001-001 1796.000 M3 | 18.00000 32328.00| | UNCLASSIFIED EXCAVATION | | | 0240 207002-000 459.000 M3 | 50.00000 22950.00| | SUBGRADE | | | 0245 207034-000 3900.000 M2 | 1.00000 3900.00| | FABRIC FOR SEPARATION | | | 0250 311006-001 432.000 M3 | 100.00000 43200.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0255 408002-001 864.000 L | 0.10000 86.40| | BITUMINOUS MATERIAL | | | 0260 501005-012 3330.000 M2 | 78.83000 262503.90| | 300 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 39-0884623 | | |EDWARD KRAEMER & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 501010-001 2.000 EA | 4500.00000 9000.00| | BRIDGE APPROACH EXPANSION JOINT | | | 0270 601002-001 1.000 M3 | 2700.00000 2700.00| | CLASS B CONCRETE | | | 0275 604037-016 54.000 M | 217.60000 11750.40| | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0280 605001-001 1.000 EA | 7800.00000 7800.00| | TYPE A MANHOLE | | | 0285 605009-001 2.000 EA | 2100.00000 4200.00| | TYPE G INLET | | | 0290 606029-001 533.000 M | 29.68000 15819.44| | FREE DRAINING BASE TRENCH | | | 0295 606030-001 27.000 M | 150.00000 4050.00| | OUTLET PIPE 150 MM | | | 0300 607001-001 307.000 M | 31.00000 9517.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0305 607065-001 1.000 EA | 1200.00000 1200.00| | FLARED END TERMINAL | | | 0310 633001-001 15.000 M2 | 110.00000 1650.00| | CONCRETE GUTTER | | | 0315 633003-001 25.000 M3 | 85.00000 2125.00| | DUMPED ROCK GUTTER | | | 0320 637001-001 20.000 M3 | 60.00000 1200.00| | WATER FOR DUST PALLIATIVE | | | 0325 639001-001 LUMP| 5500.00000 5500.00| | CONSTRUCTION LAYOUT STAKE | | | 0330 642001-001 200.000 M | 22.00000 4400.00| | TEMPORARY BERM | | | 0335 642002-001 19.000 M | 100.00000 1900.00| | SLOPE DRAIN | | | 0337 642004-004 50.200 KG | 22.00000 1104.40| | SEED MIXTURE, L | | | 0340 642005-001 1.000 MGR | 850.00000 850.00| | MULCH, STRAW OR HAY | | | 0345 642005-002 0.300 MGR | 1200.00000 360.00| | MULCH, WOOD CELLULOSE FIBER | | | 0350 642006-001 0.200 MGR | 1000.00000 200.00| | FERTILIZER | | | 0355 642007-001 228.000 M2 | 1.65000 376.20| | FIBER MATTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 39-0884623 | | |EDWARD KRAEMER & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 642009-001 260.000 M | 10.00000 2600.00| | CONTOUR DITCH | | | 0365 642010-001 1.600 MGR | 100.00000 160.00| | AGRICULTURAL LIMESTONE | | | 0370 642011-001 286.000 EA | 10.00000 2860.00| | HAY OR STRAW BALE | | | 0375 642012-001 264.000 M | 12.00000 3168.00| | SILT FENCE | | | 0385 652001-001 1.600 MGR | 100.00000 160.00| | AGRICULTURAL LIMESTONE | | | 0390 652002-001 0.200 MGR | 1000.00000 200.00| | FERTILIZER, 10-20-10 | | | 0395 652002-002 0.100 MGR | 1500.00000 150.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0400 652003-005 50.200 KG | 22.00000 1104.40| | SEED MIXTURE, L | | | 0405 652004-001 1.000 MGR | 850.00000 850.00| | STRAW OR HAY MULCH | | | 0410 652004-002 0.300 MGR | 1200.00000 360.00| | WOOD CELLULOSE FIBER MULCH | | | 0425 402001-011 DD1 175.000 MGR | 85.00000 14875.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0430 402001-012 DD2 164.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | 0435 604025-016 EE1 62.000 M | | | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0440 604076-016 EE2 62.000 M | 223.60000 13863.20| | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0445 604076-016 EE3 62.000 M | | | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A7 | | | SECTION TOTALS | $ 504,521.34| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 WV SIGNING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 39-0884623 | | |EDWARD KRAEMER & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 657006-001 8.000 M | 80.00000 640.00| | S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0455 657008-001 14.000 M | 14.75000 206.50| | 2.98 KG CHANNEL POST | | | 0460 657010-001 11.000 M | 18.10000 199.10| | 4.5 KG CHANNEL POST | | | 0465 657017-001 1.000 M3 | 1100.00000 1100.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0470 658001-001 5.000 M3 | 1100.00000 5500.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0475 658003-001 1.000 EA | 14000.00000 14000.00| | OVERHEAD SIGN, GALVANIZED STEEL | | | 0480 661001-001 4.000 M2 | 200.00000 800.00| | 2 MM FLAT SHEET SIGN | | | 0485 661002-001 20.000 M2 | 275.00000 5500.00| | EXTRUDED PANEL SIGN | | | SECTION TOTALS | $ 27,945.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0025 WV PAVEMENT MARKINGS | | | 0490 661004-001 9.000 EA | 3.30000 29.70| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | 0495 661008-001 9.000 EA | 55.00000 495.00| | DELINEATOR BRACKET, TYPE C | | | 0500 663001-004 1009.000 M | 1.00000 1009.00| | EDGE LINE, TYPE II WHITE | | | 0505 663001-004 1009.000 M | 1.00000 1009.00| | EDGE LINE, TYPE II YELLOW | | | 0510 663002-005 253.000 M | 2.00000 506.00| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | SECTION TOTALS | $ 3,048.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 PA PAVEMENT MARKINGS | | | 0515 663001-004 265.000 M | 1.00000 265.00| | EDGE LINE, TYPE II WHITE | | | 0520 663001-004 265.000 M | 1.00000 265.00| | EDGE LINE, TYPE II YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 39-0884623 | | |EDWARD KRAEMER & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0525 663002-005 66.000 M | 2.00000 132.00| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | SECTION TOTALS | $ 662.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0035 WV COMPUTER SYSTEM | | | 0530 640004-001 LUMP| 4000.00000 4000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 WV ON THE JOB TRAINING | | | 0535 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 WV BRIDGE NO. 4304 | | | 0540 212001-000 6516.000 M3 | 58.00000 377928.00| | STRUCTURE EXCAVATION | | | 0545 212002-000 5802.000 M3 | 87.00000 504774.00| | WET EXCAVATION | | | 0550 212005-000 122.000 M3 | 135.00000 16470.00| | SELECT MATERIAL FOR BACKFILLING | | | 0555 218004-001 1902.000 M2 | 42.00000 79884.00| | 200 MM CRUSHED ROCK SLOPE PROTECTION | | | 0560 218006-000 3748.000 M3 | 42.00000 157416.00| | FOUNDATION PROTECTION | | | 0565 601002-001 8821.000 M3 | 345.00000 3043245.00| | CLASS B CONCRETE | | | 0570 601003-001 2359.000 M3 | 568.00000 1339912.00| | CLASS K CONCRETE | | | 0575 601005-001 443.000 M3 | 195.00000 86385.00| | CLASS C CONCRETE | | | 0580 602001-001 1026455.000 KG | 1.25000 1283068.75| | REINFORCING STEEL BAR | | | 0585 602002-001 308998.000 KG | 1.50000 463497.00| | EPOXY COATED REINFORCING STEEL BAR | | | 0590 615001-001 1.000 LS | 8905300.00000 8905300.00| | STEEL SUPERSTRUCTURE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9907004 COUNTIES : MONONGALIA FAYETTE, PA LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 39-0884623 | | |EDWARD KRAEMER & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0592 615028-001 40.000 EA | 4850.00000 194000.00| | GUIDED BEARING | | | 0593 615030-001 16.000 EA | 5100.00000 81600.00| | FIXED BEARING | | | 0595 616005-016 4101.000 M | 195.00000 799695.00| | HP360X108 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0600 631001-001 LUMP| 72370.00000 72370.00| | ELECTRICAL WORK | | | 0605 639001-001 LUMP| 13500.00000 13500.00| | CONSTRUCTION LAYOUT STAKE | | | 0615 679002-001 411.000 M3 | 735.00000 302085.00| | SPECIALIZED CONCRETE OVERLAY | | | 0620 679006-001 LUMP| 4800.00000 4800.00| | TEST SLAB | | | SECTION TOTALS | $ 17,725,929.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,061,327.63| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9510405 COUNTIES : WETZEL LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : FISH CREEK COVERED BRIDGE PROJECT(S) : S352-0013/00-004.64 00 0TEA 0Q22 001 E00 LOCATION: WV FORK FISH CREEK, MP 4.64 - 4.65 CO 13 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1488575 LONE PINE CONSTRUCTION, INC. $ 218,409.25 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 284,908.00 130.4468% 3 31-1622948 R.C. CONSTRUCTION COMPANY AND SON, INC. $ 384,984.00 176.2672% 55-0708623 ALLEGHENY RESTORATION AND BUILDERS, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9510405 COUNTIES : WETZEL LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1488575 |(2) 62-1345425 |(3) 31-1622948 |LONE PINE CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |R.C. CONSTRUCTION COMPANY AN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP| 6000.00000 6000.00| 22000.00000 22000.00| 10000.25000 10000.25 MOBILIZATION | | | 0010 308001-000 7.000 MGR | 220.00000 1540.00| 50.00000 350.00| 198.00000 1386.00 AGGREGATE BASE COURSE, CLASS I | | | 0015 401002-001 AA1 12.000 MGR | 340.00000 4080.00| 300.00000 3600.00| 285.00000 3420.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL, TYPE I | | | 0020 401002-002 AA2 12.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG, | | | TYPE I | | | 0025 408002-001 129.000 L | 3.25000 419.25| 3.00000 387.00| 2.75000 354.75 BITUMINOUS MATERIAL | | | 0030 607001-001 81.000 M | 70.00000 5670.00| 65.00000 5265.00| 100.00000 8100.00 TYPE 1 GUARDRAIL, CLASS III | | | 0035 636011-001 4300.000 UN | 1.30000 5590.00| 1.00000 4300.00| 2.00000 8600.00 TRAFFIC CONTROL DEVICE | | | 0040 636025-001 960.000 DA | 1.60000 1536.00| 3.00000 2880.00| 2.00000 1920.00 WARNING LIGHTS, TYPE B | | | 0045 639001-001 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKE | | | 0050 640003-001 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0055 640006-001 6.000 MO | 800.00000 4800.00| 600.00000 3600.00| 800.00000 4800.00 SMALL FIELD OFFICE | | | 0060 642014-001 LUMP| 1000.00000 1000.00| 100.00000 100.00| 4500.00000 4500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0065 652002-001 0.100 MGR | 960.00000 96.00| 2000.00000 200.00| 600.00000 60.00 FERTILIZER, 10-20-10 | | | 0070 652003-001 5.000 KG | 220.00000 1100.00| 100.00000 500.00| 25.00000 125.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0075 652004-001 0.200 MGR | 1900.00000 380.00| 2000.00000 400.00| 900.00000 180.00 STRAW OR HAY MULCH | | | SECTION TOTALS | $ 35,211.25| $ 55,582.00| $ 52,446.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4288 | | | 0080 203001-000 LUMP| 15000.00000 15000.00| 22000.00000 22000.00| 40000.00000 40000.00 DISMANTLING STRUCTURE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9510405 COUNTIES : WETZEL LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1488575 |(2) 62-1345425 |(3) 31-1622948 |LONE PINE CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |R.C. CONSTRUCTION COMPANY AN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 212001-000 15.000 M3 | 85.00000 1275.00| 200.00000 3000.00| 50.00000 750.00 STRUCTURE EXCAVATION | | | 0090 212002-000 4.000 M3 | 150.00000 600.00| 300.00000 1200.00| 500.00000 2000.00 WET EXCAVATION | | | 0095 212005-000 12.000 M3 | 50.00000 600.00| 130.00000 1560.00| 150.00000 1800.00 SELECT MATERIAL FOR BACKFILLING | | | 0100 601002-001 8.000 M3 | 1250.00000 10000.00| 1250.00000 10000.00| 1500.00000 12000.00 CLASS B CONCRETE | | | 0105 601030-000 1.000 M2 | 2000.00000 2000.00| 1200.00000 1200.00| 5000.00000 5000.00 PATCHING CONCRETE STRUCTURES | | | 0110 601031-001 20.000 M | 150.00000 3000.00| 150.00000 3000.00| 200.00000 4000.00 EPOXY INJECTION CRACK REPAIR | | | 0115 602002-001 644.000 KG | 2.25000 1449.00| 2.50000 1610.00| 2.00000 1288.00 EPOXY COATED REINFORCING STEEL BAR | | | 0120 615001-001 1.000 LS | 8800.00000 8800.00| 15000.00000 15000.00| 40000.00000 40000.00 STEEL SUPERSTRUCTURE | | | 0125 629001-001 LUMP| 17290.00000 17290.00| 35000.00000 35000.00| 40000.00000 40000.00 TIMBER STUCTURE DISMANTLING | | | 0130 629002-001 9.000 M3 | 3000.00000 27000.00| 6000.00000 54000.00| 8000.00000 72000.00 UNTREATED LUMBER AND TIMBER | | | 0135 629003-001 0.050 M3 | 70000.00000 3500.00| 30000.00000 1500.00| 20000.00000 1000.00 TYPE 1 TIMBER REPAIR | | | 0136 629004-001 1.000 EA | 720.00000 720.00| 1000.00000 1000.00| 4000.00000 4000.00 TYPE 2 TIMBER REPAIR | | | 0140 629005-001 70.000 L | 60.00000 4200.00| 50.00000 3500.00| 100.00000 7000.00 PRESERVATIVE TREATMENT | | | 0145 629006-001 LUMP| 38400.00000 38400.00| 36000.00000 36000.00| 60000.00000 60000.00 TIMBER STRUCTURE RE-ERECTION | | | 0150 629007-001 68.000 M2 | 283.00000 19244.00| 120.00000 8160.00| 200.00000 13600.00 METAL ROOFING | | | 0155 629008-001 LUMP| 3780.00000 3780.00| 4500.00000 4500.00| 5500.00000 5500.00 PAINT AND OIL | | | 0160 630003-001 2.000 M3 | 1500.00000 3000.00| 1200.00000 2400.00| 1000.00000 2000.00 RESETTING STONE MASONRY | | | 0165 630004-001 52.000 M | 45.00000 2340.00| 23.00000 1196.00| 50.00000 2600.00 MASONRY REPOINTING | | | 0170 688002-001 LUMP| 14000.00000 14000.00| 16000.00000 16000.00| 12000.00000 12000.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0175 688003-001 LUMP| 7000.00000 7000.00| 7500.00000 7500.00| 6000.00000 6000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9510405 COUNTIES : WETZEL LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1488575 |(2) 62-1345425 |(3) 31-1622948 |LONE PINE CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |R.C. CONSTRUCTION COMPANY AN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 183,198.00| $ 229,326.00| $ 332,538.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 218,409.25| $ 284,908.00| $ 384,984.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : US 460 / US 52 INTERCHANGE PROJECT(S) : X328-0052/00-011.16 02 00HP 1023 009 C00 LOCATION: US 460 / US 52 I/C 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1021993 TRUMBULL CORPORATION $ 21,678,702.83 100.0000% 2 55-0535003 KANAWHA STONE COMPANY, INC. $ 21,998,812.25 101.4766% 3 61-0548463 BIZZACK, INC. $ 22,708,572.02 104.7506% 4 55-0345840 VECELLIO & GROGAN, INC. $ 25,392,479.45 117.1309% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 767000.00000 767000.00| 822000.00000 822000.00| 585000.00000 585000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| 5000.00000 5000.00 BUILDING DEMOLITION, NUMBER 01 | | | 0015 202001-000 1.000 LS | 500.00000 500.00| 1.00000 1.00| 3000.00000 3000.00 BUILDING DEMOLITION, NUMBER 02 | | | 0020 202001-000 1.000 LS | 500.00000 500.00| 1.00000 1.00| 2000.00000 2000.00 BUILDING DEMOLITION, NUMBER 03 | | | 0025 202003-000 LUMP| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT, NUMBER 01 | | | 0030 204001-000 LUMP| 600000.00000 600000.00| 390000.00000 390000.00| 495300.00000 495300.00 MOBILIZATION | | | 0035 207001-001 2787901.000 CY | 3.45000 9618258.45| 3.24000 9032799.24| 3.82000 10649781.82 UNCLASSIFIED EXCAVATION | | | 0040 207002-000 12932.000 CY | 24.00000 310368.00| 26.00000 336232.00| 20.10000 259933.20 SUBGRADE | | | 0045 207033-000 13371.000 SY | 1.00000 13371.00| 1.50000 20056.50| 1.47000 19655.37 FABRIC FOR SUBGRADE STABILIZATION | | | 0050 207034-000 77579.000 SY | 1.00000 77579.00| 1.00000 77579.00| 0.99000 76803.21 FABRIC FOR SEPARATION | | | 0055 211002-000 175.000 CY | 40.00000 7000.00| 20.00000 3500.00| 20.00000 3500.00 ROCK BORROW EXCAVATION | | | 0060 307001-000 3989.000 CY | 30.00000 119670.00| 34.00000 135626.00| 33.00000 131637.00 AGGREGATE BASE COURSE, CLASS I | | | 0065 311006-001 12837.000 CY | 42.00000 539154.00| 44.25000 568037.25| 42.00000 539154.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 14648.000 GA | 1.15000 16845.20| 1.20000 17577.60| 1.15000 16845.20 BITUMINOUS MATERIAL | | | 0072 409002-001 11902.000 GA | 1.15000 13687.30| 1.20000 14282.40| 1.15000 13687.30 BITUMINOUS MATERIAL | | | 0075 502001-012 470.000 SY | 125.00000 58750.00| 135.00000 63450.00| 140.00000 65800.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0080 601002-001 103.000 CY | 700.00000 72100.00| 750.00000 77250.00| 950.00000 97850.00 CLASS B CONCRETE | | | 0085 604076-016 382.000 LF | 30.00000 11460.00| 58.50000 22347.00| 41.20000 15738.40 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 604009-016 8.000 EA | 325.00000 2600.00| 275.00000 2200.00| 350.00000 2800.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0092 604009-020 1.000 EA | 350.00000 350.00| 305.00000 305.00| 400.00000 400.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0095 604009-022 4.000 EA | 400.00000 1600.00| 400.00000 1600.00| 500.00000 2000.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0100 604009-024 2.000 EA | 500.00000 1000.00| 460.00000 920.00| 600.00000 1200.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0105 604019-032 2024.000 LF | 390.00000 789360.00| 500.00000 1012000.00| 390.00000 789360.00 60 INCH FULL BITUMINOUS COATED AND | | | FIELD PAVED STRUCTURAL PLATE PIPE, J6 | | | 0110 605001-001 1.000 EA | 3500.00000 3500.00| 1800.00000 1800.00| 3000.00000 3000.00 TYPE A MANHOLE | | | 0115 605004-001 4.000 EA | 1500.00000 6000.00| 2100.00000 8400.00| 1700.00000 6800.00 TYPE B INLET | | | 0120 605009-001 30.000 EA | 1600.00000 48000.00| 1850.00000 55500.00| 1700.00000 51000.00 TYPE G INLET | | | 0125 606029-001 34638.000 LF | 8.00000 277104.00| 9.45000 327329.10| 11.00000 381018.00 FREE DRAINING BASE TRENCH | | | 0130 606030-001 2407.000 LF | 18.00000 43326.00| 16.80000 40437.60| 11.00000 26477.00 OUTLET PIPE | | | 0135 604037-016 20.000 LF | 50.00000 1000.00| 67.00000 1340.00| 100.00000 2000.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0140 606020-001 1050.000 LF | 8.00000 8400.00| 13.75000 14437.50| 12.00000 12600.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 24 | | | INCH | | | 0145 606025-004 1050.000 LF | 10.00000 10500.00| 11.00000 11550.00| 5.00000 5250.00 6 INCH UNDERDRAIN PIPE | | | 0147 605012-001 1.000 EA | 1200.00000 1200.00| 1710.00000 1710.00| 3000.00000 3000.00 ADJUST INLET TYPE G | | | 0150 607001-001 13437.000 LF | 9.50000 127651.50| 9.70000 130338.90| 9.50000 127651.50 TYPE 1 GUARDRAIL, CLASS I | | | 0155 607030-001 20.000 EA | 410.00000 8200.00| 420.00000 8400.00| 410.00000 8200.00 SPECIAL TRAILING END TERMINAL | | | 0160 607065-001 17.000 EA | 1175.00000 19975.00| 1335.00000 22695.00| 1100.00000 18700.00 FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 607066-001 6.000 EA | 1475.00000 8850.00| 2000.00000 12000.00| 1475.00000 8850.00 TANGENT END TERMINAL | | | 0170 608002-001 14145.000 LF | 11.00000 155595.00| 12.80000 181056.00| 10.95000 154887.75 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0172 610001-001 712.000 LF | 22.00000 15664.00| 33.00000 23496.00| 30.00000 21360.00 PLAIN CONCRETE CURBING, TYPE I | | | 0175 610006-005 135.000 LF | 40.00000 5400.00| 126.50000 17077.50| 150.00000 20250.00 MEDIAN, TYPE V | | | 0180 633001-001 76.000 SY | 120.00000 9120.00| 108.00000 8208.00| 80.00000 6080.00 CONCRETE GUTTER | | | 0185 633003-001 725.000 CY | 12.00000 8700.00| 17.50000 12687.50| 10.00000 7250.00 DUMPED ROCK GUTTER | | | 0190 636007-001 16000.000 LF | 0.30000 4800.00| 0.30000 4800.00| 0.35000 5600.00 ERADICATION OF PAVEMENT MARKING | | | 0195 636008-001 37000.000 LF | 0.25000 9250.00| 0.16000 5920.00| 0.15000 5550.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0200 636009-001 32000.000 LF | 1.00000 32000.00| 1.05000 33600.00| 1.00000 32000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0205 636010-003 400.000 EA | 3.50000 1400.00| 3.70000 1480.00| 4.00000 1600.00 TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0210 636011-001 46100.000 UN | 0.85000 39185.00| 0.90000 41490.00| 0.85000 39185.00 TRAFFIC CONTROL DEVICE | | | 0215 636012-010 5.000 EA | 200.00000 1000.00| 210.00000 1050.00| 200.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0220 636013-001 600.000 EA | 2.00000 1200.00| 2.10000 1260.00| 2.00000 1200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0225 636014-001 1100.000 HR | 40.00000 44000.00| 36.00000 39600.00| 38.00000 41800.00 FLAGGER | | | 0230 636014-002 100.000 HR | 40.00000 4000.00| 26.00000 2600.00| 50.00000 5000.00 TRAFFIC DIRECTOR | | | 0235 636017-001 11961.000 LF | 20.00000 239220.00| 21.00000 251181.00| 16.50000 197356.50 TEMPORARY CONCRETE BARRIER | | | 0240 636018-001 7200.000 LF | 2.50000 18000.00| 3.60000 25920.00| 6.50000 46800.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 636021-001 200.000 DA | 12.50000 2500.00| 13.10000 2620.00| 15.00000 3000.00 ELECTRIC ARROW | | | 0250 636022-001 5.000 DA | 100.00000 500.00| 105.30000 526.50| 100.00000 500.00 CHANGAEBLE MESSAGE SIGN | | | 0255 636025-001 4800.000 DA | 0.50000 2400.00| 0.53000 2544.00| 0.50000 2400.00 WARNING LIGHTS, TYPE A | | | 0260 636025-001 8000.000 DA | 1.35000 10800.00| 1.40000 11200.00| 1.50000 12000.00 WARNING LIGHTS, TYPE B | | | 0265 636025-001 15300.000 DA | 0.40000 6120.00| 0.40000 6120.00| 0.40000 6120.00 WARNING LIGHTS, TYPE C | | | 0270 664001-008 6.000 EA | 8000.00000 48000.00| 5250.00000 31500.00| 6750.00000 40500.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0275 664001-009 6.000 EA | 1300.00000 7800.00| 1350.00000 8100.00| 450.00000 2700.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0280 637001-001 5300.000 MG | 19.00000 100700.00| 13.30000 70490.00| 5.00000 26500.00 WATER FOR DUST PALLIATIVE | | | 0285 638001-001 2.000 EA | 150.00000 300.00| 250.00000 500.00| 100.00000 200.00 PROJECT MARKER | | | 0290 638002-001 17.000 EA | 110.00000 1870.00| 127.00000 2159.00| 100.00000 1700.00 RIGHT OF WAY MARKER | | | 0295 638003-001 9.000 EA | 220.00000 1980.00| 200.00000 1800.00| 200.00000 1800.00 SURVEY MARKER | | | 0300 639001-001 LUMP| 50000.00000 50000.00| 175000.00000 175000.00| 290000.00000 290000.00 CONSTRUCTION LAYOUT STAKE | | | 0305 640001-001 24.000 MO | 1200.00000 28800.00| 1400.00000 33600.00| 1500.00000 36000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0310 640003-001 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 7000.00000 7000.00 BUILDING EQUIPMENT | | | 0315 642001-001 4440.000 LF | 0.25000 1110.00| 0.20000 888.00| 1.50000 6660.00 TEMPORARY BERM | | | 0320 642002-001 1742.000 LF | 3.50000 6097.00| 6.00000 10452.00| 10.00000 17420.00 SLOPE DRAIN | | | 0325 642031-001 65.000 EA | 70.00000 4550.00| 115.00000 7475.00| 150.00000 9750.00 DITCH CHECK | | | 0330 642033-001 17928.000 CY | 3.70000 66333.60| 4.00000 71712.00| 5.00000 89640.00 SEDIMENT TRAP | | | 0335 642036-001 7472.000 CY | 0.01000 74.72| 4.00000 29888.00| 1.00000 7472.00 SEDIMENT REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 642004-001 8206.000 LB | 0.01000 82.06| 0.01000 82.06| 0.01000 82.06 SEED MIXTURE, TEMPORARY | | | 0345 642004-002 166.000 LB | 1.55000 257.30| 1.60000 265.60| 1.55000 257.30 SEED MIXTURE, B | | | 0350 642004-003 899.000 LB | 5.70000 5124.30| 6.00000 5394.00| 5.70000 5124.30 SEED MIXTURE, D | | | 0355 642005-001 141.000 TN | 475.00000 66975.00| 500.00000 70500.00| 475.00000 66975.00 MULCH, STRAW OR HAY | | | 0360 642005-002 42.000 TN | 1150.00000 48300.00| 1210.00000 50820.00| 1150.00000 48300.00 MULCH, WOOD CELLULOSE FIBER | | | 0365 642006-001 38.000 TN | 500.00000 19000.00| 525.00000 19950.00| 500.00000 19000.00 FERTILIZER | | | 0370 642009-001 19500.000 LF | 0.45000 8775.00| 0.20000 3900.00| 0.50000 9750.00 CONTOUR DITCH | | | 0375 642010-001 110.000 TN | 20.00000 2200.00| 21.00000 2310.00| 20.00000 2200.00 AGRICULTURAL LIMESTONE | | | 0380 642011-001 5138.000 EA | 0.01000 51.38| 8.80000 45214.40| 4.00000 20552.00 HAY OR STRAW BALE | | | 0385 642012-001 15547.000 LF | 0.01000 155.47| 3.50000 54414.50| 2.50000 38867.50 SILT FENCE | | | 0390 652001-001 110.000 TN | 40.00000 4400.00| 42.00000 4620.00| 40.00000 4400.00 AGRICULTURAL LIMESTONE | | | 0395 652002-001 38.000 TN | 200.00000 7600.00| 210.00000 7980.00| 200.00000 7600.00 FERTILIZER, 10-20-10 | | | 0400 652002-002 38.000 TN | 200.00000 7600.00| 210.00000 7980.00| 200.00000 7600.00 FERTILIZER, UREA FORMALDEHYDE | | | 0405 652003-001 157.000 LB | 14.00000 2198.00| 14.70000 2307.90| 14.00000 2198.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0410 652003-002 899.000 LB | 21.00000 18879.00| 22.00000 19778.00| 21.00000 18879.00 SEED MIXTURE, D | | | 0415 652004-001 141.000 TN | 100.00000 14100.00| 105.00000 14805.00| 100.00000 14100.00 STRAW OR HAY MULCH | | | 0420 652004-002 42.000 TN | 250.00000 10500.00| 265.00000 11130.00| 250.00000 10500.00 WOOD CELLULOSE FIBER MULCH | | | 0425 655001-001 2755.000 SY | 1.30000 3581.50| 1.40000 3857.00| 1.30000 3581.50 MATTING | | | 0430 655002-001 9797.000 SY | 4.50000 44086.50| 4.75000 46535.75| 4.50000 44086.50 PERMANENT EROSION MATTING, TYPE A | | | 0435 655002-001 1978.000 SY | 4.50000 8901.00| 4.75000 9395.50| 4.50000 8901.00 PERMANENT EROSION MATTING, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0437 308001-001 AA1 891.000 TN | 23.50000 20938.50| 25.00000 22275.00| 23.50000 20938.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0438 308001-002 AA2 810.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | 0440 401001-011 AB1 54848.000 TN | 40.50000 2221344.00| 42.70000 2342009.60| 40.50000 2221344.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0445 401001-012 AB2 49864.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0450 401001-011 AC1 2941.000 TN | 47.75000 140432.75| 50.30000 147932.30| 47.75000 140432.75 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0455 401001-012 AC2 2673.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0460 401007-011 AD1 2088.000 TN | 47.75000 99702.00| 50.30000 105026.40| 47.75000 99702.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL I | | | 0465 401007-012 AD2 1904.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG I | | | 0470 402001-011 AE1 9769.000 TN | 55.50000 542179.50| 58.50000 571486.50| 55.50000 542179.50 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0475 402001-012 AE2 8882.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0480 604076-016 AF1 3297.000 LF | 28.00000 92316.00| 53.00000 174741.00| 37.40000 123307.80 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0485 604009-016 AF1 6.000 EA | 325.00000 1950.00| 545.00000 3270.00| 400.00000 2400.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0490 604037-016 AF2 3297.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0495 604038-016 AF2 6.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 604076-016 AG1 559.000 LF | 30.00000 16770.00| 47.50000 26552.50| 42.80000 23925.20 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0505 604006-016 AG2 559.000 LF | | | 18 INCH FIBER BONDED FULL BITUMINOUS | | | COATED CORRUGATED STEEL PIPE, A2 | | | 0510 604076-020 AH1 584.000 LF | 32.00000 18688.00| 67.00000 39128.00| 42.00000 24528.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0515 604009-020 AH1 2.000 EA | 350.00000 700.00| 415.00000 830.00| 400.00000 800.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0520 604037-020 AH2 584.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0525 604038-020 AH2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0530 604076-020 AI1 58.000 LF | 32.00000 1856.00| 64.00000 3712.00| 61.40000 3561.20 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0535 604006-020 AI2 58.000 LF | | | 24 INCH FIBER BONDED FULL BITUMINOUS | | | COATED CORRUGATED STEEL PIPE, A2 | | | 0540 604076-022 AJ1 203.000 LF | 55.00000 11165.00| 54.00000 10962.00| 57.80000 11733.40 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0545 604006-022 AJ2 203.000 LF | | | 30 INCH FIBER BONDED FULL BITUMINOUS | | | COATED CORRUGATED STEEL PIPE, A2 | | | 0550 604076-022 AK1 458.000 LF | | 64.00000 29312.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D2 | | | 0555 604002-022 AK2 458.000 LF | 38.00000 17404.00| | 57.30000 26243.40 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0560 604076-022 AL1 728.000 LF | | 77.00000 56056.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C2 | | | 0565 604002-022 AL2 728.000 LF | 38.00000 27664.00| | 63.50000 46228.00 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 604076-024 AM1 35.000 LF | 75.00000 2625.00| 80.00000 2800.00| 64.90000 2271.50 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0575 604002-024 AM2 35.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0580 604076-028 AN1 20.000 LF | 90.00000 1800.00| 108.00000 2160.00| 128.80000 2576.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 0585 604002-028 AN2 20.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 0590 604076-028 AO1 409.000 LF | | 98.00000 40082.00| 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D5 | | | 0595 604002-028 AO2 409.000 LF | 80.00000 32720.00| | 95.70000 39141.30 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C5 | | | 0600 604076-036 AP1 32.000 LF | | 245.00000 7840.00| 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0605 604002-036 AP2 32.000 LF | 300.00000 9600.00| | 215.20000 6886.40 72 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 0606 636002-001 AQ1 500.000 TN | 12.00000 6000.00| 15.00000 7500.00| 12.00000 6000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0607 636002-002 AQ2 455.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 18,058,950.03| $ 18,331,618.60| $ 19,256,926.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 10006 | | | 0610 212001-000 2754.000 CY | 60.00000 165240.00| 25.00000 68850.00| 30.00000 82620.00 STRUCTURE EXCAVATION | | | 0615 212005-000 720.000 CY | 70.00000 50400.00| 95.00000 68400.00| 66.00000 47520.00 SELECT MATERIAL FOR BACKFILLING | | | 0620 218004-001 309.000 SY | 16.00000 4944.00| 20.00000 6180.00| 25.00000 7725.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0625 601002-001 2387.000 CY | 335.00000 799645.00| 408.00000 973896.00| 295.00000 704165.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 601003-001 805.000 CY | 640.00000 515200.00| 561.00000 451605.00| 550.00000 442750.00 CLASS K CONCRETE | | | 0635 602001-001 385046.000 LB | 0.70000 269532.20| 0.48000 184822.08| 0.60000 231027.60 REINFORCING STEEL BAR | | | 0640 602002-001 138513.000 LB | 0.80000 110810.40| 0.79000 109425.27| 0.72000 99729.36 EPOXY COATED REINFORCING STEEL BAR | | | 0645 603018-025 2527.000 LF | 190.00000 480130.00| 184.00000 464968.00| 185.00000 467495.00 60 INCH PRESTRESSED CONCRETE I BEAM | | | 0650 615003-001 1.000 LS | 14500.00000 14500.00| 27400.00000 27400.00| 25000.00000 25000.00 FABRICATED STRUCTURAL STEEL | | | 0655 625001-014 30.000 LF | 1230.00000 36900.00| 1075.00000 32250.00| 1500.00000 45000.00 42 INCH DIAMETER DRILLED CAISSONS | | | 0660 625003-014 204.000 LF | 950.00000 193800.00| 1075.00000 219300.00| 1500.00000 306000.00 42 INCH ROCK SOCKET FOUNDATION | | | 0665 625004-014 LUMP| 25000.00000 25000.00| 23180.00000 23180.00| 30000.00000 30000.00 42 INCH DRILLED CAISSON TEST HOLE | | | 0670 639001-001 LUMP| 25000.00000 25000.00| 19000.00000 19000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0675 679002-001 117.000 CY | 750.00000 87750.00| 843.00000 98631.00| 875.00000 102375.00 SPECIALIZED CONCRETE OVERLAY | | | 0680 679004-001 2103.000 SY | 5.00000 10515.00| 1.00000 2103.00| 5.50000 11566.50 REMOVAL OF NEWLY PLACED DECK SURFACE | | | 0685 679006-001 LUMP| 500.00000 500.00| 790.00000 790.00| 4500.00000 4500.00 TEST SLAB | | | SECTION TOTALS | $ 2,789,866.60| $ 2,750,800.35| $ 2,614,973.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING AND PAVEMENT MARKINGS | | | 0690 657006-001 175.000 LF | 30.00000 5250.00| 19.50000 3412.50| 30.00000 5250.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0695 657006-005 175.000 LF | 32.00000 5600.00| 24.00000 4200.00| 32.00000 5600.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0700 657006-010 574.000 LF | 32.00000 18368.00| 25.50000 14637.00| 32.00000 18368.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 0705 657008-001 715.000 LF | 7.75000 5541.25| 5.00000 3575.00| 7.75000 5541.25 2.00 LB CHANNEL POST | | | 0710 657010-001 773.000 LF | 5.00000 3865.00| 6.40000 4947.20| 5.00000 3865.00 3.00 LB CHANNEL POST | | | 0715 657012-001 36.000 LF | 9.00000 324.00| 8.45000 304.20| 9.00000 324.00 4.00 LB BACK TO BACK CHANNEL POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -11 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 657017-001 34.600 CY | 431.00000 14912.60| 843.00000 29167.80| 431.00000 14912.60 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0725 657018-001 100.000 EA | 72.00000 7200.00| 15.80000 1580.00| 72.00000 7200.00 POST REMOVAL | | | 0730 658001-001 56.800 CY | 762.00000 43281.60| 843.00000 47882.40| 762.00000 43281.60 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0735 658002-001 1.000 EA | 25000.00000 25000.00| 25300.00000 25300.00| 26507.00000 26507.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 01 | | | 0740 658002-001 1.000 EA | 25000.00000 25000.00| 24750.00000 24750.00| 26033.00000 26033.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 05 | | | 0745 658002-001 1.000 EA | 25000.00000 25000.00| 24250.00000 24250.00| 25569.00000 25569.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 06 | | | 0750 658002-001 1.000 EA | 25000.00000 25000.00| 23700.00000 23700.00| 25393.00000 25393.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 07 | | | 0755 658003-001 1.000 EA | 10000.00000 10000.00| 12645.00000 12645.00| 10423.00000 10423.00 OVERHEAD SIGN, GALVANIZED STEEL 02 | | | 0760 658003-001 1.000 EA | 15000.00000 15000.00| 17400.00000 17400.00| 15537.00000 15537.00 OVERHEAD SIGN, GALVANIZED STEEL 03 | | | 0765 658003-001 1.000 EA | 15000.00000 15000.00| 17400.00000 17400.00| 15537.00000 15537.00 OVERHEAD SIGN, GALVANIZED STEEL 04 | | | 0770 659001-001 LUMP| 9500.00000 9500.00| 10010.00000 10010.00| 9500.00000 9500.00 SIGN LIGHTING, TYPE 3 250W 01 | | | 0775 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 SIGN LIGHTING, TYPE 3 250W 02 | | | 0780 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 SIGN LIGHTING, TYPE 3 250W 03 | | | 0785 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 SIGN LIGHTING, TYPE 3 250W 04 | | | 0790 659001-001 LUMP| 9500.00000 9500.00| 10010.00000 10010.00| 9500.00000 9500.00 SIGN LIGHTING, TYPE 3 250W 05 | | | 0795 659001-001 LUMP| 9500.00000 9500.00| 10010.00000 10010.00| 9500.00000 9500.00 SIGN LIGHTING, TYPE 3 250W 06 | | | 0800 659001-001 LUMP| 9500.00000 9500.00| 10010.00000 10010.00| 9500.00000 9500.00 SIGN LIGHTING, TYPE 3 250W 07 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -12 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0805 661001-001 805.000 SF | 12.25000 9861.25| 21.00000 16905.00| 12.25000 9861.25 0.080 IN FLAT SHEET SIGN | | | 0810 661002-001 4098.000 SF | 16.25000 66592.50| 24.00000 98352.00| 16.25000 66592.50 EXTRUDED PANEL SIGN | | | 0815 661004-001 107.000 EA | 8.50000 909.50| 4.20000 449.40| 8.50000 909.50 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0820 661004-001 24.000 EA | 9.25000 222.00| 21.00000 504.00| 9.25000 222.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0822 661007-001 4.000 UN | 35.00000 140.00| 21.00000 84.00| 35.00000 140.00 DELINEATOR, THREE PER UNIT, | | | 0825 661008-001 6.000 EA | 55.00000 330.00| 53.00000 318.00| 55.00000 330.00 DELINEATOR BRACKET, TYPE C | | | 0830 661013-001 246.000 EA | 23.50000 5781.00| 30.50000 7503.00| 23.50000 5781.00 PLASTIC DELINEATOR POST, | | | 0835 663001-004 38480.000 LF | 0.20000 7696.00| 0.11000 4232.80| 0.10000 3848.00 EDGE LINE, TYPE II WHITE | | | 0840 663001-004 24470.000 LF | 0.20000 4894.00| 0.11000 2691.70| 0.10000 2447.00 EDGE LINE, TYPE II YELLOW | | | 0845 663002-005 4850.000 LF | 0.20000 970.00| 0.16000 776.00| 0.15000 727.50 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0850 663003-005 7600.000 LF | 0.20000 1520.00| 0.11000 836.00| 0.10000 760.00 BARRIER LINE, TYPE II | | | 0855 663004-004 600.000 LF | 0.50000 300.00| 0.26000 156.00| 0.25000 150.00 CHANNELIZING LINE, TYPE II | | | 0860 663005-010 150.000 LF | 7.75000 1162.50| 13.00000 1950.00| 12.00000 1800.00 STOP LINE, TYPE V (24") | | | 0865 663007-010 3120.000 LF | 7.00000 21840.00| 12.59000 39280.80| 11.00000 34320.00 STRIPE, TYPE V WHITE (24") | | | 0870 663010-010 5.000 EA | 190.00000 950.00| 185.00000 925.00| 175.00000 875.00 LANE ARROW, TYPE V | | | 0880 663012-208 351.000 EA | 35.00000 12285.00| 28.50000 10003.50| 27.00000 9477.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 432,796.20| $ 496,058.30| $ 440,582.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 TRAFFIC SIGNAL | | | 0895 659001-001 LUMP| 9500.00000 9500.00| 10010.00000 10010.00| 9500.00000 9500.00 SIGN LIGHTING, TYPE 3 (08) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -13 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 660001-001 LUMP| 9500.00000 9500.00| 10010.00000 10010.00| 9500.00000 9500.00 SIGNAL CONTROLLER 01 | | | 0905 660002-005 8.000 EA | 400.00000 3200.00| 422.00000 3376.00| 400.00000 3200.00 TRAFFIC DETECTOR, LPS-C | | | 0910 660003-006 30.000 EA | 305.00000 9150.00| 322.00000 9660.00| 305.00000 9150.00 SIGNAL SECTION, V-12 | | | 0915 660004-040 2.000 EA | 5000.00000 10000.00| 5270.00000 10540.00| 5000.00000 10000.00 SIGNAL SUPPORT, C1 | | | 0920 660004-042 2.000 EA | 5500.00000 11000.00| 5800.00000 11600.00| 5500.00000 11000.00 SIGNAL SUPPORT, C1L | | | 0925 660005-010 10.000 EA | 900.00000 9000.00| 950.00000 9500.00| 900.00000 9000.00 JUNCTION BOX, TYPE H | | | 0930 660007-001 LUMP| 28000.00000 28000.00| 29500.00000 29500.00| 28000.00000 28000.00 MISCELLANEOUS SIGNAL 01 | | | 0935 660007-001 LUMP| 7500.00000 7500.00| 7900.00000 7900.00| 7500.00000 7500.00 MISCELLANEOUS SIGNAL 02 (FLASHERS) | | | 0940 660007-001 LUMP| 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00 MISCELLANEOUS SIGNAL 03 (REMOVE | | | EXISTING SIGNAL AT US 460/US 52) | | | 0955 662007-001 2.000 EA | 600.00000 1200.00| 630.00000 1260.00| 600.00000 1200.00 LUMINAIRE, (250W) | | | 0960 662014-001 LUMP| 1500.00000 1500.00| 1580.00000 1580.00| 1500.00000 1500.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 100,550.00| $ 105,986.00| $ 100,550.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0965 640004-001 LUMP| 5000.00000 5000.00| 7340.00000 7340.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 7,340.00| $ 4,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ON THE JOB TRAINING | | | 0970 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 LIGHTING | | | 0975 662002-001 LUMP| 10000.00000 10000.00| 10500.00000 10500.00| 10000.00000 10000.00 GALVANIZED STEEL CONDUIT 01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -14 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0535003 |(3) 61-0548463 |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 662002-001 LUMP| 25000.00000 25000.00| 26300.00000 26300.00| 25000.00000 25000.00 GALVANIZED STEEL CONDUIT 02 | | | 0985 662002-001 LUMP| 12000.00000 12000.00| 12645.00000 12645.00| 12000.00000 12000.00 GALVANIZED STEEL CONDUIT 03 | | | 0990 662006-001 6.000 EA | 1000.00000 6000.00| 1050.00000 6300.00| 1000.00000 6000.00 JUNCTION BOX, TYPE A | | | 0995 662006-001 39.000 EA | 1200.00000 46800.00| 1265.00000 49335.00| 1200.00000 46800.00 JUNCTION BOX, TYPE H, 18 X 18 | | | 1000 662007-001 34.000 EA | 500.00000 17000.00| 526.00000 17884.00| 500.00000 17000.00 LUMINAIRE, 250 W | | | 1005 662008-001 1.000 LS | 7500.00000 7500.00| 7900.00000 7900.00| 7500.00000 7500.00 CABLE, 01 | | | 1010 662008-001 1.000 LS | 15000.00000 15000.00| 15800.00000 15800.00| 15000.00000 15000.00 CABLE, 02 | | | 1015 662008-001 1.000 LS | 7500.00000 7500.00| 7900.00000 7900.00| 7500.00000 7500.00 CABLE, 03 | | | 1020 662010-001 32.000 EA | 3550.00000 113600.00| 3740.00000 119680.00| 3550.00000 113600.00 LIGHTING SUPPORT, TYPE I, 40-10 | | | 1025 662010-001 2.000 EA | 3900.00000 7800.00| 4110.00000 8220.00| 3900.00000 7800.00 LIGHTING SUPPORT, TYPE I, 40-15 | | | 1030 662013-001 LUMP| 4500.00000 4500.00| 4740.00000 4740.00| 4500.00000 4500.00 SERVICE AND CONTROL STATION, 01 | | | 1035 662013-001 LUMP| 6500.00000 6500.00| 6850.00000 6850.00| 6500.00000 6500.00 SERVICE AND CONTROL STATION, 02 | | | 1040 662013-001 LUMP| 4500.00000 4500.00| 4740.00000 4740.00| 4500.00000 4500.00 SERVICE AND CONTROL STATION, 03 | | | 1045 662014-001 LUMP| 2540.00000 2540.00| 2675.00000 2675.00| 2540.00000 2540.00 INCIDENTAL ELECTRICAL WORK | | | 1050 662015-001 1.000 LS | 1500.00000 1500.00| 1580.00000 1580.00| 1500.00000 1500.00 ELECTRICAL TEST, 01 | | | 1055 662015-001 1.000 LS | 1500.00000 1500.00| 1580.00000 1580.00| 1500.00000 1500.00 ELECTRICAL TEST, 02 | | | 1060 662015-001 1.000 LS | 1500.00000 1500.00| 1580.00000 1580.00| 1500.00000 1500.00 ELECTRICAL TEST, 03 | | | SECTION TOTALS | $ 290,740.00| $ 306,209.00| $ 290,740.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,678,702.83| $ 21,998,812.25| $ 22,708,572.02 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -15 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 670000.00000 670000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION, NUMBER 01 | | | 0015 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION, NUMBER 02 | | | 0020 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION, NUMBER 03 | | | 0025 202003-000 LUMP| 1100.00000 1100.00| | SEPTIC TANK ABANDONMENT, NUMBER 01 | | | 0030 204001-000 LUMP| 280000.00000 280000.00| | MOBILIZATION | | | 0035 207001-001 2787901.000 CY | 4.60000 12824344.60| | UNCLASSIFIED EXCAVATION | | | 0040 207002-000 12932.000 CY | 25.00000 323300.00| | SUBGRADE | | | 0045 207033-000 13371.000 SY | 1.00000 13371.00| | FABRIC FOR SUBGRADE STABILIZATION | | | 0050 207034-000 77579.000 SY | 1.00000 77579.00| | FABRIC FOR SEPARATION | | | 0055 211002-000 175.000 CY | 55.00000 9625.00| | ROCK BORROW EXCAVATION | | | 0060 307001-000 3989.000 CY | 22.00000 87758.00| | AGGREGATE BASE COURSE, CLASS I | | | 0065 311006-001 12837.000 CY | 45.00000 577665.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 14648.000 GA | 1.20000 17577.60| | BITUMINOUS MATERIAL | | | 0072 409002-001 11902.000 GA | 1.20000 14282.40| | BITUMINOUS MATERIAL | | | 0075 502001-012 470.000 SY | 142.00000 66740.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0080 601002-001 103.000 CY | 700.00000 72100.00| | CLASS B CONCRETE | | | 0085 604076-016 382.000 LF | 25.00000 9550.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -16 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 604009-016 8.000 EA | 200.00000 1600.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0092 604009-020 1.000 EA | 320.00000 320.00| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0095 604009-022 4.000 EA | 290.00000 1160.00| | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0100 604009-024 2.000 EA | 400.00000 800.00| | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0105 604019-032 2024.000 LF | 400.00000 809600.00| | 60 INCH FULL BITUMINOUS COATED AND | | | FIELD PAVED STRUCTURAL PLATE PIPE, J6 | | | 0110 605001-001 1.000 EA | 6000.00000 6000.00| | TYPE A MANHOLE | | | 0115 605004-001 4.000 EA | 1800.00000 7200.00| | TYPE B INLET | | | 0120 605009-001 30.000 EA | 1900.00000 57000.00| | TYPE G INLET | | | 0125 606029-001 34638.000 LF | 9.50000 329061.00| | FREE DRAINING BASE TRENCH | | | 0130 606030-001 2407.000 LF | 17.00000 40919.00| | OUTLET PIPE | | | 0135 604037-016 20.000 LF | 55.00000 1100.00| | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0140 606020-001 1050.000 LF | 20.00000 21000.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 24 | | | INCH | | | 0145 606025-004 1050.000 LF | 5.25000 5512.50| | 6 INCH UNDERDRAIN PIPE | | | 0147 605012-001 1.000 EA | 1300.00000 1300.00| | ADJUST INLET TYPE G | | | 0150 607001-001 13437.000 LF | 10.00000 134370.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0155 607030-001 20.000 EA | 425.00000 8500.00| | SPECIAL TRAILING END TERMINAL | | | 0160 607065-001 17.000 EA | 1250.00000 21250.00| | FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -17 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 607066-001 6.000 EA | 1550.00000 9300.00| | TANGENT END TERMINAL | | | 0170 608002-001 14145.000 LF | 12.50000 176812.50| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0172 610001-001 712.000 LF | 26.00000 18512.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0175 610006-005 135.000 LF | 130.00000 17550.00| | MEDIAN, TYPE V | | | 0180 633001-001 76.000 SY | 85.00000 6460.00| | CONCRETE GUTTER | | | 0185 633003-001 725.000 CY | 20.00000 14500.00| | DUMPED ROCK GUTTER | | | 0190 636007-001 16000.000 LF | 1.00000 16000.00| | ERADICATION OF PAVEMENT MARKING | | | 0195 636008-001 37000.000 LF | 0.18000 6660.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0200 636009-001 32000.000 LF | 0.55000 17600.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0205 636010-003 400.000 EA | 16.00000 6400.00| | TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0210 636011-001 46100.000 UN | 1.60000 73760.00| | TRAFFIC CONTROL DEVICE | | | 0215 636012-010 5.000 EA | 550.00000 2750.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0220 636013-001 600.000 EA | 22.00000 13200.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0225 636014-001 1100.000 HR | 50.00000 55000.00| | FLAGGER | | | 0230 636014-002 100.000 HR | 110.00000 11000.00| | TRAFFIC DIRECTOR | | | 0235 636017-001 11961.000 LF | 20.00000 239220.00| | TEMPORARY CONCRETE BARRIER | | | 0240 636018-001 7200.000 LF | 6.00000 43200.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -18 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 636021-001 200.000 DA | 22.00000 4400.00| | ELECTRIC ARROW | | | 0250 636022-001 5.000 DA | 48.00000 240.00| | CHANGAEBLE MESSAGE SIGN | | | 0255 636025-001 4800.000 DA | 0.75000 3600.00| | WARNING LIGHTS, TYPE A | | | 0260 636025-001 8000.000 DA | 1.50000 12000.00| | WARNING LIGHTS, TYPE B | | | 0265 636025-001 15300.000 DA | 0.75000 11475.00| | WARNING LIGHTS, TYPE C | | | 0270 664001-008 6.000 EA | 7000.00000 42000.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0275 664001-009 6.000 EA | 1100.00000 6600.00| | REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0280 637001-001 5300.000 MG | 13.00000 68900.00| | WATER FOR DUST PALLIATIVE | | | 0285 638001-001 2.000 EA | 550.00000 1100.00| | PROJECT MARKER | | | 0290 638002-001 17.000 EA | 100.00000 1700.00| | RIGHT OF WAY MARKER | | | 0295 638003-001 9.000 EA | 500.00000 4500.00| | SURVEY MARKER | | | 0300 639001-001 LUMP| 225000.00000 225000.00| | CONSTRUCTION LAYOUT STAKE | | | 0305 640001-001 24.000 MO | 1900.00000 45600.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0310 640003-001 LUMP| 12000.00000 12000.00| | BUILDING EQUIPMENT | | | 0315 642001-001 4440.000 LF | 0.10000 444.00| | TEMPORARY BERM | | | 0320 642002-001 1742.000 LF | 15.00000 26130.00| | SLOPE DRAIN | | | 0325 642031-001 65.000 EA | 100.00000 6500.00| | DITCH CHECK | | | 0330 642033-001 17928.000 CY | 3.00000 53784.00| | SEDIMENT TRAP | | | 0335 642036-001 7472.000 CY | 3.00000 22416.00| | SEDIMENT REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -19 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 642004-001 8206.000 LB | 0.25000 2051.50| | SEED MIXTURE, TEMPORARY | | | 0345 642004-002 166.000 LB | 4.00000 664.00| | SEED MIXTURE, B | | | 0350 642004-003 899.000 LB | 4.50000 4045.50| | SEED MIXTURE, D | | | 0355 642005-001 141.000 TN | 255.00000 35955.00| | MULCH, STRAW OR HAY | | | 0360 642005-002 42.000 TN | 510.00000 21420.00| | MULCH, WOOD CELLULOSE FIBER | | | 0365 642006-001 38.000 TN | 2300.00000 87400.00| | FERTILIZER | | | 0370 642009-001 19500.000 LF | 0.50000 9750.00| | CONTOUR DITCH | | | 0375 642010-001 110.000 TN | 65.00000 7150.00| | AGRICULTURAL LIMESTONE | | | 0380 642011-001 5138.000 EA | 15.00000 77070.00| | HAY OR STRAW BALE | | | 0385 642012-001 15547.000 LF | 3.25000 50527.75| | SILT FENCE | | | 0390 652001-001 110.000 TN | 65.00000 7150.00| | AGRICULTURAL LIMESTONE | | | 0395 652002-001 38.000 TN | 300.00000 11400.00| | FERTILIZER, 10-20-10 | | | 0400 652002-002 38.000 TN | 900.00000 34200.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0405 652003-001 157.000 LB | 17.00000 2669.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0410 652003-002 899.000 LB | 20.00000 17980.00| | SEED MIXTURE, D | | | 0415 652004-001 141.000 TN | 250.00000 35250.00| | STRAW OR HAY MULCH | | | 0420 652004-002 42.000 TN | 500.00000 21000.00| | WOOD CELLULOSE FIBER MULCH | | | 0425 655001-001 2755.000 SY | 1.60000 4408.00| | MATTING | | | 0430 655002-001 9797.000 SY | 4.50000 44086.50| | PERMANENT EROSION MATTING, TYPE A | | | 0435 655002-001 1978.000 SY | 4.75000 9395.50| | PERMANENT EROSION MATTING, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -20 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0437 308001-001 AA1 891.000 TN | 22.00000 19602.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0438 308001-002 AA2 810.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | 0440 401001-011 AB1 54848.000 TN | 42.00000 2303616.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0445 401001-012 AB2 49864.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0450 401001-011 AC1 2941.000 TN | 50.00000 147050.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0455 401001-012 AC2 2673.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0460 401007-011 AD1 2088.000 TN | 50.00000 104400.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL I | | | 0465 401007-012 AD2 1904.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG I | | | 0470 402001-011 AE1 9769.000 TN | 57.00000 556833.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0475 402001-012 AE2 8882.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0480 604076-016 AF1 3297.000 LF | 35.00000 115395.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0485 604009-016 AF1 6.000 EA | 200.00000 1200.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0490 604037-016 AF2 3297.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0495 604038-016 AF2 6.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -21 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 604076-016 AG1 559.000 LF | 35.00000 19565.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0505 604006-016 AG2 559.000 LF | | | 18 INCH FIBER BONDED FULL BITUMINOUS | | | COATED CORRUGATED STEEL PIPE, A2 | | | 0510 604076-020 AH1 584.000 LF | 40.00000 23360.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0515 604009-020 AH1 2.000 EA | 220.00000 440.00| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0520 604037-020 AH2 584.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0525 604038-020 AH2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0530 604076-020 AI1 58.000 LF | 40.00000 2320.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0535 604006-020 AI2 58.000 LF | | | 24 INCH FIBER BONDED FULL BITUMINOUS | | | COATED CORRUGATED STEEL PIPE, A2 | | | 0540 604076-022 AJ1 203.000 LF | 40.00000 8120.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0545 604006-022 AJ2 203.000 LF | | | 30 INCH FIBER BONDED FULL BITUMINOUS | | | COATED CORRUGATED STEEL PIPE, A2 | | | 0550 604076-022 AK1 458.000 LF | | | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D2 | | | 0555 604002-022 AK2 458.000 LF | 50.00000 22900.00| | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0560 604076-022 AL1 728.000 LF | | | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C2 | | | 0565 604002-022 AL2 728.000 LF | 60.00000 43680.00| | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -22 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 604076-024 AM1 35.000 LF | 65.00000 2275.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0575 604002-024 AM2 35.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0580 604076-028 AN1 20.000 LF | 70.00000 1400.00| | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 0585 604002-028 AN2 20.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 0590 604076-028 AO1 409.000 LF | | | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D5 | | | 0595 604002-028 AO2 409.000 LF | 75.00000 30675.00| | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C5 | | | 0600 604076-036 AP1 32.000 LF | | | 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0605 604002-036 AP2 32.000 LF | 350.00000 11200.00| | 72 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 0606 636002-001 AQ1 500.000 TN | 20.00000 10000.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0607 636002-002 AQ2 455.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 21,675,605.35| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 10006 | | | 0610 212001-000 2754.000 CY | 80.00000 220320.00| | STRUCTURE EXCAVATION | | | 0615 212005-000 720.000 CY | 70.00000 50400.00| | SELECT MATERIAL FOR BACKFILLING | | | 0620 218004-001 309.000 SY | 26.00000 8034.00| | 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0625 601002-001 2387.000 CY | 300.00000 716100.00| | CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -23 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 601003-001 805.000 CY | 570.00000 458850.00| | CLASS K CONCRETE | | | 0635 602001-001 385046.000 LB | 0.60000 231027.60| | REINFORCING STEEL BAR | | | 0640 602002-001 138513.000 LB | 0.75000 103884.75| | EPOXY COATED REINFORCING STEEL BAR | | | 0645 603018-025 2527.000 LF | 190.00000 480130.00| | 60 INCH PRESTRESSED CONCRETE I BEAM | | | 0650 615003-001 1.000 LS | 26000.00000 26000.00| | FABRICATED STRUCTURAL STEEL | | | 0655 625001-014 30.000 LF | 1525.00000 45750.00| | 42 INCH DIAMETER DRILLED CAISSONS | | | 0660 625003-014 204.000 LF | 1525.00000 311100.00| | 42 INCH ROCK SOCKET FOUNDATION | | | 0665 625004-014 LUMP| 32000.00000 32000.00| | 42 INCH DRILLED CAISSON TEST HOLE | | | 0670 639001-001 LUMP| 7500.00000 7500.00| | CONSTRUCTION LAYOUT STAKE | | | 0675 679002-001 117.000 CY | 900.00000 105300.00| | SPECIALIZED CONCRETE OVERLAY | | | 0680 679004-001 2103.000 SY | 5.75000 12092.25| | REMOVAL OF NEWLY PLACED DECK SURFACE | | | 0685 679006-001 LUMP| 4700.00000 4700.00| | TEST SLAB | | | SECTION TOTALS | $ 2,813,188.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING AND PAVEMENT MARKINGS | | | 0690 657006-001 175.000 LF | 32.00000 5600.00| | S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0695 657006-005 175.000 LF | 34.00000 5950.00| | W6X12, A-441 SUPPORT, GALVANIZED | | | 0700 657006-010 574.000 LF | 34.00000 19516.00| | W8X18, A-441 SUPPORT, GALVANIZED | | | 0705 657008-001 715.000 LF | 8.00000 5720.00| | 2.00 LB CHANNEL POST | | | 0710 657010-001 773.000 LF | 5.25000 4058.25| | 3.00 LB CHANNEL POST | | | 0715 657012-001 36.000 LF | 9.50000 342.00| | 4.00 LB BACK TO BACK CHANNEL POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -24 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 657017-001 34.600 CY | 450.00000 15570.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0725 657018-001 100.000 EA | 75.00000 7500.00| | POST REMOVAL | | | 0730 658001-001 56.800 CY | 800.00000 45440.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0735 658002-001 1.000 EA | 28000.00000 28000.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 01 | | | 0740 658002-001 1.000 EA | 27000.00000 27000.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 05 | | | 0745 658002-001 1.000 EA | 27000.00000 27000.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 06 | | | 0750 658002-001 1.000 EA | 27000.00000 27000.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 07 | | | 0755 658003-001 1.000 EA | 11000.00000 11000.00| | OVERHEAD SIGN, GALVANIZED STEEL 02 | | | 0760 658003-001 1.000 EA | 16000.00000 16000.00| | OVERHEAD SIGN, GALVANIZED STEEL 03 | | | 0765 658003-001 1.000 EA | 16000.00000 16000.00| | OVERHEAD SIGN, GALVANIZED STEEL 04 | | | 0770 659001-001 LUMP| 10000.00000 10000.00| | SIGN LIGHTING, TYPE 3 250W 01 | | | 0775 659001-001 LUMP| 5200.00000 5200.00| | SIGN LIGHTING, TYPE 3 250W 02 | | | 0780 659001-001 LUMP| 5200.00000 5200.00| | SIGN LIGHTING, TYPE 3 250W 03 | | | 0785 659001-001 LUMP| 5200.00000 5200.00| | SIGN LIGHTING, TYPE 3 250W 04 | | | 0790 659001-001 LUMP| 10000.00000 10000.00| | SIGN LIGHTING, TYPE 3 250W 05 | | | 0795 659001-001 LUMP| 10000.00000 10000.00| | SIGN LIGHTING, TYPE 3 250W 06 | | | 0800 659001-001 LUMP| 10000.00000 10000.00| | SIGN LIGHTING, TYPE 3 250W 07 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -25 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0805 661001-001 805.000 SF | 12.75000 10263.75| | 0.080 IN FLAT SHEET SIGN | | | 0810 661002-001 4098.000 SF | 17.00000 69666.00| | EXTRUDED PANEL SIGN | | | 0815 661004-001 107.000 EA | 10.00000 1070.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0820 661004-001 24.000 EA | 10.00000 240.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0822 661007-001 4.000 UN | 40.00000 160.00| | DELINEATOR, THREE PER UNIT, | | | 0825 661008-001 6.000 EA | 60.00000 360.00| | DELINEATOR BRACKET, TYPE C | | | 0830 661013-001 246.000 EA | 25.00000 6150.00| | PLASTIC DELINEATOR POST, | | | 0835 663001-004 38480.000 LF | 0.15000 5772.00| | EDGE LINE, TYPE II WHITE | | | 0840 663001-004 24470.000 LF | 0.15000 3670.50| | EDGE LINE, TYPE II YELLOW | | | 0845 663002-005 4850.000 LF | 0.20000 970.00| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0850 663003-005 7600.000 LF | 0.40000 3040.00| | BARRIER LINE, TYPE II | | | 0855 663004-004 600.000 LF | 0.40000 240.00| | CHANNELIZING LINE, TYPE II | | | 0860 663005-010 150.000 LF | 17.00000 2550.00| | STOP LINE, TYPE V (24") | | | 0865 663007-010 3120.000 LF | 17.00000 53040.00| | STRIPE, TYPE V WHITE (24") | | | 0870 663010-010 5.000 EA | 175.00000 875.00| | LANE ARROW, TYPE V | | | 0880 663012-208 351.000 EA | 22.00000 7722.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 483,085.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 TRAFFIC SIGNAL | | | 0895 659001-001 LUMP| 10000.00000 10000.00| | SIGN LIGHTING, TYPE 3 (08) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -26 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 660001-001 LUMP| 10000.00000 10000.00| | SIGNAL CONTROLLER 01 | | | 0905 660002-005 8.000 EA | 450.00000 3600.00| | TRAFFIC DETECTOR, LPS-C | | | 0910 660003-006 30.000 EA | 320.00000 9600.00| | SIGNAL SECTION, V-12 | | | 0915 660004-040 2.000 EA | 5300.00000 10600.00| | SIGNAL SUPPORT, C1 | | | 0920 660004-042 2.000 EA | 5800.00000 11600.00| | SIGNAL SUPPORT, C1L | | | 0925 660005-010 10.000 EA | 950.00000 9500.00| | JUNCTION BOX, TYPE H | | | 0930 660007-001 LUMP| 29000.00000 29000.00| | MISCELLANEOUS SIGNAL 01 | | | 0935 660007-001 LUMP| 8000.00000 8000.00| | MISCELLANEOUS SIGNAL 02 (FLASHERS) | | | 0940 660007-001 LUMP| 1050.00000 1050.00| | MISCELLANEOUS SIGNAL 03 (REMOVE | | | EXISTING SIGNAL AT US 460/US 52) | | | 0955 662007-001 2.000 EA | 650.00000 1300.00| | LUMINAIRE, (250W) | | | 0960 662014-001 LUMP| 1600.00000 1600.00| | INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 105,850.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0965 640004-001 LUMP| 9000.00000 9000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 9,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ON THE JOB TRAINING | | | 0970 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 LIGHTING | | | 0975 662002-001 LUMP| 11000.00000 11000.00| | GALVANIZED STEEL CONDUIT 01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 005 -27 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9934401 COUNTIES : MERCER LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 662002-001 LUMP| 26000.00000 26000.00| | GALVANIZED STEEL CONDUIT 02 | | | 0985 662002-001 LUMP| 13000.00000 13000.00| | GALVANIZED STEEL CONDUIT 03 | | | 0990 662006-001 6.000 EA | 1050.00000 6300.00| | JUNCTION BOX, TYPE A | | | 0995 662006-001 39.000 EA | 1300.00000 50700.00| | JUNCTION BOX, TYPE H, 18 X 18 | | | 1000 662007-001 34.000 EA | 525.00000 17850.00| | LUMINAIRE, 250 W | | | 1005 662008-001 1.000 LS | 8000.00000 8000.00| | CABLE, 01 | | | 1010 662008-001 1.000 LS | 16000.00000 16000.00| | CABLE, 02 | | | 1015 662008-001 1.000 LS | 8000.00000 8000.00| | CABLE, 03 | | | 1020 662010-001 32.000 EA | 3600.00000 115200.00| | LIGHTING SUPPORT, TYPE I, 40-10 | | | 1025 662010-001 2.000 EA | 4200.00000 8400.00| | LIGHTING SUPPORT, TYPE I, 40-15 | | | 1030 662013-001 LUMP| 4700.00000 4700.00| | SERVICE AND CONTROL STATION, 01 | | | 1035 662013-001 LUMP| 7000.00000 7000.00| | SERVICE AND CONTROL STATION, 02 | | | 1040 662013-001 LUMP| 5000.00000 5000.00| | SERVICE AND CONTROL STATION, 03 | | | 1045 662014-001 LUMP| 3000.00000 3000.00| | INCIDENTAL ELECTRICAL WORK | | | 1050 662015-001 1.000 LS | 1600.00000 1600.00| | ELECTRICAL TEST, 01 | | | 1055 662015-001 1.000 LS | 1600.00000 1600.00| | ELECTRICAL TEST, 02 | | | 1060 662015-001 1.000 LS | 1600.00000 1600.00| | ELECTRICAL TEST, 03 | | | SECTION TOTALS | $ 304,950.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 25,392,479.45| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CLIFFORD HOLLOW-HARDY COUNTY 1 PROJECT(S) : X316-000H/00-101.92 06 0APD 0484 125 C00 LOCATION: CLIFFORD HOLLOW-HARDY CO 1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1805448 ODOM CONSTRUCTION, L.L.C. $ 15,289,042.36 100.0000% 2 55-0535003 KANAWHA STONE COMPANY, INC. $ 15,865,000.00 103.7671% 3 55-0575884 GROUND BREAKERS, INC. $ 16,335,957.63 106.8474% 4 55-0328627 J. F. ALLEN COMPANY $ 16,430,669.56 107.4669% 5 55-0345840 VECELLIO & GROGAN, INC. $ 16,994,388.71 111.1540% 6 55-0461872 POLINO CONTRACTING, INC. $ 17,974,734.94 117.5661% 7 61-0874665 ELMO GREER & SONS, LLC $ 18,964,958.30 124.0428% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0535003 |(3) 55-0575884 |ODOM CONSTRUCTION, L.L.C. |KANAWHA STONE COMPANY, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 46.370 LS | 675000.00000 675000.00| 523326.64000 523326.64| 1200000.00000 1200000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 100.00000 100.00| 1.00000 1.00| 2000.00000 2000.00 BUILDING DEMOLITION 11 | | | 0015 202-01 1.000 LS | 100.00000 100.00| 1.00000 1.00| 2000.00000 2000.00 BUILDING DEMOLITION 12 | | | 0020 204-01 LUMP| 360000.00000 360000.00| 175000.00000 175000.00| 750000.00000 750000.00 MOBILIZATION | | | 0025 207-01 2267676.000 M3 | 3.42000 7755451.92| 3.90000 8843936.40| 3.50000 7936866.00 UNCLASSIFIED EXCAVATION | | | 0030 207-02 13078.000 M3 | 31.00000 405418.00| 42.00000 549276.00| 32.00000 418496.00 SUBGRADE | | | 0035 207-34 102249.000 M2 | 1.10000 112473.90| 1.20000 122698.80| 1.10000 112473.90 FABRIC FOR SEPARATION | | | 0040 211-02 91990.000 M3 | 7.00000 643930.00| 0.01000 919.90| 0.01000 919.90 ROCK BORROW EXCAVATION | | | 0045 307-01 1539.000 M3 | 39.00000 60021.00| 47.00000 72333.00| 38.00000 58482.00 CLASS I AGGREGATE BASE COURSE | | | 0050 311-06 8690.000 M3 | 37.95000 329785.50| 67.00000 582230.00| 89.10000 774279.00 OPEN GRADED FREE DRAINING BASE | | | 0055 408-02 2255.000 L | 0.80000 1804.00| 0.50000 1127.50| 0.80000 1804.00 BITUMINOUS MATERIAL | | | 0060 409-02 13250.000 L | 0.50000 6625.00| 0.45000 5962.50| 0.80000 10600.00 BITUMINOUS MATERIAL PRIME | | | 0065 601-02 38.480 M3 | 960.00000 36940.80| 1650.00000 63492.00| 1500.00000 57720.00 CLASS B CONCRETE | | | 0070 604-720450 11.000 EA | 500.00000 5500.00| 700.00000 7700.00| 500.00000 5500.00 SAFETY SLOPE END SECTION, CSP | | | 0075 604-720600 2.000 EA | 700.00000 1400.00| 700.00000 1400.00| 750.00000 1500.00 SAFETY SLOPE END SECTION, CSP | | | 0080 605-01 2.000 EA | 3150.00000 6300.00| 2600.00000 5200.00| 3000.00000 6000.00 TYPE A MANHOLE | | | 0085 605-02 1.000 EA | 2950.00000 2950.00| 4400.00000 4400.00| 3000.00000 3000.00 TYPE B MANHOLE | | | 0090 605-09 27.000 EA | 2450.00000 66150.00| 1675.00000 45225.00| 1500.00000 40500.00 TYPE G INLET | | | 0095 605-10 2.000 EA | 2460.00000 4920.00| 4400.00000 8800.00| 2500.00000 5000.00 TYPE H INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0535003 |(3) 55-0575884 |ODOM CONSTRUCTION, L.L.C. |KANAWHA STONE COMPANY, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 606-22 102.000 M3 | 43.00000 4386.00| 50.00000 5100.00| 52.00000 5304.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0105 606-250150 322.000 M | 30.00000 9660.00| 34.00000 10948.00| 20.00000 6440.00 UNDERDRAIN PIPE 150MM | | | 0110 606-29 7528.000 M | 52.00000 391456.00| 20.00000 150560.00| 29.00000 218312.00 FREE DRAINING BASE (FDB) TRENCH | | | 0115 606-30 454.000 M | 50.00000 22700.00| 25.00000 11350.00| 40.00000 18160.00 OUTLET PIPE | | | 0120 607-011 2773.680 M | 28.00000 77663.04| 30.00000 83210.40| 30.80000 85429.34 TYPE 1 GUARDRAIL, CLASS I | | | 0125 607-012 771.525 M | 22.50000 17359.31| 20.00000 15430.50| 24.75000 19095.24 TYPE 1 GUARDRAIL CLASS II | | | 0130 607-30 7.000 EA | 400.00000 2800.00| 1600.00000 11200.00| 440.00000 3080.00 SPECIAL TRAILING END TERMINAL | | | 0135 607-65 7.000 EA | 1360.00000 9520.00| 450.00000 3150.00| 1485.00000 10395.00 FLARED END TERMINAL | | | 0140 608-0211 8989.000 M | 37.75000 339334.75| 40.00000 359560.00| 37.50000 337087.50 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0145 633-01 1303.600 M2 | 92.50000 120583.00| 100.00000 130360.00| 90.00000 117324.00 CONCRETE GUTTER | | | 0150 633-03 712.460 M3 | 33.00000 23511.18| 40.00000 28498.40| 50.00000 35623.00 DUMPED ROCK GUTTER | | | 0155 636-03 300.000 L | 0.50000 150.00| 1.00000 300.00| 5.00000 1500.00 BITUMINOUS MATERIAL FOR DUST PALLIATIVE | | | 0160 636-07 500.000 M | 3.00000 1500.00| 2.65000 1325.00| 3.00000 1500.00 ERADICATION PAVEMENT MARKINGS | | | 0165 636-08 2400.000 M | 1.00000 2400.00| 3.40000 8160.00| 3.15000 7560.00 TEMP PVMT MARKING-PAINT | | | 0170 636-09 3000.000 M | 3.25000 9750.00| 3.40000 10200.00| 3.50000 10500.00 TEMP PVMT MARKING-TAPE | | | 0175 636-11 21505.000 UN | 1.60000 34408.00| 1.50000 32257.50| 1.65000 35483.25 TRAFFIC CONTROL DEVICE | | | 0180 636-12 6.000 EA | 175.00000 1050.00| 300.00000 1800.00| 350.00000 2100.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0185 636-13 100.000 EA | 8.50000 850.00| 3.00000 300.00| 5.50000 550.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0190 636-14 2400.000 HR | 33.00000 79200.00| 47.00000 112800.00| 39.00000 93600.00 FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0535003 |(3) 55-0575884 |ODOM CONSTRUCTION, L.L.C. |KANAWHA STONE COMPANY, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 636-17 40.000 M | 96.00000 3840.00| 35.00000 1400.00| 80.00000 3200.00 TEMPORARY CONCRETE BARRIERS | | | 0200 636-18 20.000 M | 22.00000 440.00| 35.00000 700.00| 20.00000 400.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0205 636-25A 4800.000 DA | 0.22000 1056.00| 0.55000 2640.00| 0.75000 3600.00 WARNING LIGHTS TYPE A | | | 0210 636-25B 3200.000 DA | 0.29000 928.00| 1.70000 5440.00| 2.00000 6400.00 WARNING LIGHTS TYPE B | | | 0215 637-01 13916.000 M3 | 2.08000 28945.28| 4.20000 58447.20| 2.50000 34790.00 WATER FOR DUST PALLIATIVE | | | 0220 638-02 81.000 EA | 100.00000 8100.00| 125.00000 10125.00| 100.00000 8100.00 RIGHT OF WAY MARKERS | | | 0225 638-03 11.000 EA | 225.00000 2475.00| 200.00000 2200.00| 175.00000 1925.00 SURVEY MARKERS | | | 0230 639-01 LUMP| 315000.00000 315000.00| 200000.00000 200000.00| 125000.00000 125000.00 CONSTRUCTION LAYOUT STAKES | | | 0235 640-01 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 20000.00000 20000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0240 640-03 LUMP| 25000.00000 25000.00| 5000.00000 5000.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0243 640-04 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 7500.00000 7500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0245 642-01 5930.000 M | 0.91000 5396.30| 0.75000 4447.50| 1.50000 8895.00 TEMPORARY BERMS | | | 0250 642-02 123.000 M | 37.00000 4551.00| 45.00000 5535.00| 50.00000 6150.00 SLOPE DRAINS | | | 0255 642-031 66.000 EA | 200.00000 13200.00| 100.00000 6600.00| 70.00000 4620.00 DITCH CHECKS | | | 0260 642-033 826.000 M3 | 10.00000 8260.00| 5.25000 4336.50| 5.00000 4130.00 SEDIMENT TRAP | | | 0265 642-034 5768.000 M3 | 7.56000 43606.08| 5.00000 28840.00| 7.00000 40376.00 SEDIMENT DAM | | | 0270 642-035 4.000 EA | 1350.00000 5400.00| 2500.00000 10000.00| 2000.00000 8000.00 RISER | | | 0275 642-036 3130.000 M3 | 9.00000 28170.00| 5.00000 15650.00| 2.00000 6260.00 SEDIMENT REMOVAL | | | 0280 642-041 2821.000 KG | 0.10000 282.10| 0.01000 28.21| 1.50000 4231.50 TEMPORARY SEED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0535003 |(3) 55-0575884 |ODOM CONSTRUCTION, L.L.C. |KANAWHA STONE COMPANY, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642-044 4605.000 KG | 4.15000 19110.75| 0.85000 3914.25| 5.00000 23025.00 SEED MIXTURE L | | | 0290 642-051 111.500 MGR | 560.00000 62440.00| 630.00000 70245.00| 600.00000 66900.00 STRAW OR HAY MULCH | | | 0295 642-052 16.000 MGR | 1440.00000 23040.00| 1500.00000 24000.00| 1200.00000 19200.00 WOOD CELLULOSE FIBER MULCH | | | 0300 642-06 52.600 MGR | 280.00000 14728.00| 210.00000 11046.00| 1000.00000 52600.00 FERTILIZER | | | 0302 642-08 65.000 M | 131.00000 8515.00| 50.00000 3250.00| 50.00000 3250.00 TEMPORARY PIPE | | | 0305 642-09 8431.000 M | 2.15000 18126.65| 0.60000 5058.60| 1.50000 12646.50 CONTOUR DITCH | | | 0310 642-10 156.200 MGR | 70.00000 10934.00| 10.00000 1562.00| 60.00000 9372.00 AGRICULTURAL LIMESTONE | | | 0315 642-11 6570.000 EA | 9.50000 62415.00| 8.00000 52560.00| 5.00000 32850.00 HAY OR STRAW BALES | | | 0320 642-12 2208.000 M | 7.35000 16228.80| 11.00000 24288.00| 7.00000 15456.00 SILT FENCE | | | 0322 651-01 9240.000 M3 | 2.75000 25410.00| 7.00000 64680.00| 4.00000 36960.00 FURNISHING AND PLACING TOPSOIL | | | 0325 652-01 14.900 MGR | 70.00000 1043.00| 105.00000 1564.50| 100.00000 1490.00 AGRICULTURAL LIMESTONE | | | 0330 652-021 13.250 MGR | 1600.00000 21200.00| 1700.00000 22525.00| 1000.00000 13250.00 FERTILIZER 10-20-10 | | | 0335 652-022 2.290 MGR | 2800.00000 6412.00| 2650.00000 6068.50| 3000.00000 6870.00 UREA FORMALDEHYDE FERTILIZER | | | 0340 652-031 1842.000 KG | 0.15000 276.30| 1.00000 1842.00| 10.00000 18420.00 SEED MIXTURES B, C-1, OR C-2 | | | 0342 652-032 2763.000 KG | 0.15000 414.45| 1.55000 4282.65| 10.00000 27630.00 SEED MIXTURES D | | | 0345 652-041 110.000 MGR | 170.00000 18700.00| 210.00000 23100.00| 600.00000 66000.00 STRAW OR HAY MULCH | | | 0350 652-042 16.000 MGR | 340.00000 5440.00| 525.00000 8400.00| 1200.00000 19200.00 WOOD CELLULOSE FIBER MULCH | | | 0355 655-02A 16662.000 M2 | 3.80000 63315.60| 4.70000 78311.40| 6.00000 99972.00 PERMANENT EROSION MATTING, TYPE A | | | 0360 655-02B 2698.000 M2 | 4.20000 11331.60| 5.00000 13490.00| 6.00000 16188.00 PERMANENT EROSION MATTING, TYPE B | | | 0365 657-06S100115 8.000 M | 125.00000 1000.00| 95.00000 760.00| 137.50000 1100.00 A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0535003 |(3) 55-0575884 |ODOM CONSTRUCTION, L.L.C. |KANAWHA STONE COMPANY, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 657-06W150018 22.000 M | 165.00000 3630.00| 115.00000 2530.00| 181.50000 3993.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0375 657-06W200026 12.000 M | 200.00000 2400.00| 150.00000 1800.00| 220.00000 2640.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 0380 657-08 321.000 M | 19.00000 6099.00| 15.00000 4815.00| 20.90000 6708.90 2.98KG CHANNEL POST | | | 0385 657-10 226.000 M | 28.00000 6328.00| 21.00000 4746.00| 30.00000 6780.00 4.5KG CHANNEL POST | | | 0390 657-12 10.000 M | 48.00000 480.00| 25.00000 250.00| 52.80000 528.00 5.96KG BACK/BACK CHANNEL POST | | | 0395 657-17 4.300 M3 | 930.00000 3999.00| 1100.00000 4730.00| 1000.00000 4300.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0400 661-011 43.000 M2 | 195.00000 8385.00| 175.00000 7525.00| 215.00000 9245.00 2MM FLAT SHEET SIGNS | | | 0405 661-02 27.000 M2 | 275.00000 7425.00| 225.00000 6075.00| 302.50000 8167.50 EXTRUDED PANEL SIGNS | | | 0410 661-041 118.000 EA | 4.75000 560.50| 3.50000 413.00| 5.20000 613.60 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0415 661-051 21.000 EA | 4.75000 99.75| 3.50000 73.50| 5.20000 109.20 DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 0420 661-07 3.000 UN | 35.00000 105.00| 22.00000 66.00| 38.50000 115.50 DELINEATOR, AMBER, THREE PER UNIT | | | 0425 663-0112W 8530.000 M | 0.35000 2985.50| 0.38000 3241.40| 0.39000 3326.70 EDGE LINE WHITE TYPE II | | | 0430 663-0112Y 6120.000 M | 0.35000 2142.00| 0.38000 2325.60| 0.39000 2386.80 EDGE LINE YELLOW TYPE II | | | 0435 663-0212W 1525.000 M | 0.58000 884.50| 0.45000 686.25| 0.45000 686.25 LANE LINE OR CENTER LINE WHITE TYPE II | | | 0440 663-0312 3070.000 M | 0.30000 921.00| 0.38000 1166.60| 0.39000 1197.30 BARRIER LINES TYPE II | | | 0445 663-042 230.000 M | 1.00000 230.00| 1.10000 253.00| 1.10000 253.00 TYPE II CHANNELIZING LINES | | | 0450 663-055 45.000 M | 40.00000 1800.00| 40.00000 1800.00| 41.80000 1881.00 TYPE V STOP LINES | | | 0455 663-075Y 100.000 M | 35.00000 3500.00| 19.00000 1900.00| 19.25000 1925.00 TYPE V STRIPES YELLOW | | | 0460 663-105 13.000 EA | 190.00000 2470.00| 200.00000 2600.00| 187.00000 2431.00 TYPE V LANE ARROWS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0535003 |(3) 55-0575884 |ODOM CONSTRUCTION, L.L.C. |KANAWHA STONE COMPANY, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0465 308-01SG AA1 1152.000 MGR | 21.00000 24192.00| 40.00000 46080.00| 45.00000 51840.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0470 308-01S AA2 1048.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0475 401S-1(1)SG BB1 47281.000 MGR | 37.95000 1794313.95| 40.00000 1891240.00| 41.75000 1973981.75 SUPERPAVE HMA BASE COURSE,ST/GR | | | 0480 401S-1(1)S BB2 42983.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0482 401S-1(2)SG FF1 2742.000 MGR | 48.13000 131972.46| 51.00000 139842.00| 52.90000 145051.80 SUPERPAVE HMA BASE COURSE,ST/GR | | | 0483 401S-1(2)S FF2 2493.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0485 401S-7SG CC1 2297.000 MGR | 48.13000 110554.61| 51.00000 117147.00| 52.90000 121511.30 SUPERPAVE HMA SCRATCH COURSE,ST/GR | | | 0490 401S-7S CC2 2087.000 MGR | | | SUPERPAVE HMA SCRATCH COURSE,SLAG | | | 0495 402S-01(1)SG DD1 6846.000 MGR | 49.23000 337028.58| 51.00000 349146.00| 54.15000 370710.90 SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0500 402S-01(1)S DD2 6225.000 MGR | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 0505 636-02SG EE1 10.000 MGR | 30.00000 300.00| 20.00000 200.00| 100.00000 1000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0510 636-02S EE2 8.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0515 604-010450A2 PC1 919.700 M | 72.00000 66218.40| 144.00000 132436.80| 80.00000 73576.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0520 604-250450A2 PC2 919.700 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0525 604-3704502 PC3 919.700 M | | | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0530 604-010600A2 PE1 222.700 M | 86.00000 19152.20| 155.00000 34518.50| 120.00000 26724.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0535 604-250600A2 PE2 222.700 M | | | CORRUGATED ALUMINUM ALLOY PIPE 600MM, A2| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0535003 |(3) 55-0575884 |ODOM CONSTRUCTION, L.L.C. |KANAWHA STONE COMPANY, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 604-3706002 PE3 222.700 M | | | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0545 604-010750A3 PF1 110.000 M | 120.00000 13200.00| 180.00000 19800.00| 150.00000 16500.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 750MM, A3 | | | 0550 604-250750A2 PF2 110.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 750MM, A2| | | 0555 604-3707502 PF3 110.000 M | | | REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0560 604-010900A3 PG1 209.100 M | 126.00000 26346.60| 205.00000 42865.50| 180.00000 37638.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 900MM, A3 | | | 0565 604-250900A3 PG2 209.100 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0570 604-3709002 PG3 209.100 M | | | REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0575 604-011050A3 PH1 6.500 M | 322.00000 2093.00| 230.00000 1495.00| 210.00000 1365.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 1050MM, A3 | | | 0580 604-251050A3 PH2 6.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1050MM, | | | A3 | | | 0585 604-3710503 PH3 6.500 M | | | REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | III | | | 0590 604-011200A3 PJ1 232.000 M | 230.00000 53360.00| 242.00000 56144.00| 240.00000 55680.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 1200MM, A3 | | | 0595 604-251200A3 PJ2 232.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1200MM, | | | A3 | | | 0600 604-3712004 PJ3 232.000 M | | | REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | IV | | | 0605 604-011350A5 PK1 317.000 M | 200.00000 63400.00| 300.00000 95100.00| 270.00000 85590.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 1350MM, A5 | | | 0610 604-251350E3 PK2 317.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1350MM, | | | E3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0535003 |(3) 55-0575884 |ODOM CONSTRUCTION, L.L.C. |KANAWHA STONE COMPANY, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0615 604-011500A5 PL1 48.000 M | 480.00000 23040.00| 640.00000 30720.00| 500.00000 24000.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 1500MM, A5 | | | 0620 604-251500A5 PL2 48.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1500MM, | | | A5 | | | 0625 604-010900A3 PM1 268.800 M | 130.00000 34944.00| 215.00000 57792.00| 200.00000 53760.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 900MM, A3 | | | 0630 604-250900A3 PM2 268.800 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | SECTION TOTALS | $ 15,287,442.36| $ 15,863,400.00| $ 16,334,357.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ON THE JOB TRAINING | | | 0640 699 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,289,042.36| $ 15,865,000.00| $ 16,335,957.63 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 55-0461872 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 46.370 LS | 1084642.85000 1084642.85| 645000.00000 645000.00| 740000.00000 740000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1300.00000 1300.00 BUILDING DEMOLITION 11 | | | 0015 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 800.00000 800.00 BUILDING DEMOLITION 12 | | | 0020 204-01 LUMP| 488437.00000 488437.00| 350000.00000 350000.00| 205000.00000 205000.00 MOBILIZATION | | | 0025 207-01 2267676.000 M3 | 3.75000 8503785.00| 4.05000 9184087.80| 4.55000 10317925.80 UNCLASSIFIED EXCAVATION | | | 0030 207-02 13078.000 M3 | 41.00000 536198.00| 42.00000 549276.00| 35.00000 457730.00 SUBGRADE | | | 0035 207-34 102249.000 M2 | 1.25000 127811.25| 1.20000 122698.80| 1.25000 127811.25 FABRIC FOR SEPARATION | | | 0040 211-02 91990.000 M3 | 0.01000 919.90| 4.05000 372559.50| 0.50000 45995.00 ROCK BORROW EXCAVATION | | | 0045 307-01 1539.000 M3 | 50.00000 76950.00| 40.00000 61560.00| 44.40000 68331.60 CLASS I AGGREGATE BASE COURSE | | | 0050 311-06 8690.000 M3 | 79.00000 686510.00| 75.00000 651750.00| 73.00000 634370.00 OPEN GRADED FREE DRAINING BASE | | | 0055 408-02 2255.000 L | 0.45000 1014.75| 0.50000 1127.50| 0.50000 1127.50 BITUMINOUS MATERIAL | | | 0060 409-02 13250.000 L | 0.45000 5962.50| 0.50000 6625.00| 0.50000 6625.00 BITUMINOUS MATERIAL PRIME | | | 0065 601-02 38.480 M3 | 1800.00000 69264.00| 1550.00000 59644.00| 1740.00000 66955.20 CLASS B CONCRETE | | | 0070 604-720450 11.000 EA | 500.00000 5500.00| 300.00000 3300.00| 1350.00000 14850.00 SAFETY SLOPE END SECTION, CSP | | | 0075 604-720600 2.000 EA | 750.00000 1500.00| 450.00000 900.00| 2350.00000 4700.00 SAFETY SLOPE END SECTION, CSP | | | 0080 605-01 2.000 EA | 3000.00000 6000.00| 14200.00000 28400.00| 3300.00000 6600.00 TYPE A MANHOLE | | | 0085 605-02 1.000 EA | 3500.00000 3500.00| 5000.00000 5000.00| 4400.00000 4400.00 TYPE B MANHOLE | | | 0090 605-09 27.000 EA | 2500.00000 67500.00| 1500.00000 40500.00| 2200.00000 59400.00 TYPE G INLET | | | 0095 605-10 2.000 EA | 3000.00000 6000.00| 1500.00000 3000.00| 2750.00000 5500.00 TYPE H INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 55-0461872 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 606-22 102.000 M3 | 34.80000 3549.60| 29.00000 2958.00| 62.00000 6324.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0105 606-250150 322.000 M | 20.05000 6456.10| 17.00000 5474.00| 34.75000 11189.50 UNDERDRAIN PIPE 150MM | | | 0110 606-29 7528.000 M | 20.55000 154700.40| 24.00000 180672.00| 38.20000 287569.60 FREE DRAINING BASE (FDB) TRENCH | | | 0115 606-30 454.000 M | 21.60000 9806.40| 24.00000 10896.00| 33.00000 14982.00 OUTLET PIPE | | | 0120 607-011 2773.680 M | 32.05000 88896.44| 29.00000 80436.72| 29.75000 82516.98 TYPE 1 GUARDRAIL, CLASS I | | | 0125 607-012 771.525 M | 23.60000 18207.99| 19.00000 14658.98| 24.00000 18516.60 TYPE 1 GUARDRAIL CLASS II | | | 0130 607-30 7.000 EA | 472.50000 3307.50| 430.00000 3010.00| 425.00000 2975.00 SPECIAL TRAILING END TERMINAL | | | 0135 607-65 7.000 EA | 1260.00000 8820.00| 1600.00000 11200.00| 1430.00000 10010.00 FLARED END TERMINAL | | | 0140 608-0211 8989.000 M | 35.65000 320457.85| 36.00000 323604.00| 36.00000 323604.00 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0145 633-01 1303.600 M2 | 96.00000 125145.60| 82.00000 106895.20| 93.50000 121886.60 CONCRETE GUTTER | | | 0150 633-03 712.460 M3 | 50.00000 35623.00| 36.00000 25648.56| 51.00000 36335.46 DUMPED ROCK GUTTER | | | 0155 636-03 300.000 L | 5.00000 1500.00| 1.00000 300.00| 0.90000 270.00 BITUMINOUS MATERIAL FOR DUST PALLIATIVE | | | 0160 636-07 500.000 M | 2.55000 1275.00| 2.50000 1250.00| 2.65000 1325.00 ERADICATION PAVEMENT MARKINGS | | | 0165 636-08 2400.000 M | 3.00000 7200.00| 3.00000 7200.00| 3.20000 7680.00 TEMP PVMT MARKING-PAINT | | | 0170 636-09 3000.000 M | 3.60000 10800.00| 3.20000 9600.00| 3.40000 10200.00 TEMP PVMT MARKING-TAPE | | | 0175 636-11 21505.000 UN | 1.10000 23655.50| 1.60000 34408.00| 1.55000 33332.75 TRAFFIC CONTROL DEVICE | | | 0180 636-12 6.000 EA | 367.50000 2205.00| 350.00000 2100.00| 320.00000 1920.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0185 636-13 100.000 EA | 5.25000 525.00| 5.00000 500.00| 3.20000 320.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0190 636-14 2400.000 HR | 40.00000 96000.00| 38.00000 91200.00| 43.00000 103200.00 FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -12 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 55-0461872 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 636-17 40.000 M | 150.00000 6000.00| 82.00000 3280.00| 148.00000 5920.00 TEMPORARY CONCRETE BARRIERS | | | 0200 636-18 20.000 M | 75.00000 1500.00| 82.00000 1640.00| 50.00000 1000.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0205 636-25A 4800.000 DA | 0.55000 2640.00| 0.60000 2880.00| 0.55000 2640.00 WARNING LIGHTS TYPE A | | | 0210 636-25B 3200.000 DA | 1.60000 5120.00| 1.60000 5120.00| 1.70000 5440.00 WARNING LIGHTS TYPE B | | | 0215 637-01 13916.000 M3 | 7.00000 97412.00| 4.00000 55664.00| 5.00000 69580.00 WATER FOR DUST PALLIATIVE | | | 0220 638-02 81.000 EA | 100.00000 8100.00| 60.00000 4860.00| 57.00000 4617.00 RIGHT OF WAY MARKERS | | | 0225 638-03 11.000 EA | 200.00000 2200.00| 210.00000 2310.00| 115.00000 1265.00 SURVEY MARKERS | | | 0230 639-01 LUMP| 225000.00000 225000.00| 210000.00000 210000.00| 210000.00000 210000.00 CONSTRUCTION LAYOUT STAKES | | | 0235 640-01 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 27000.00000 27000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0240 640-03 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 17000.00000 17000.00 BUILDING EQUIPMENT | | | 0243 640-04 LUMP| 7500.00000 7500.00| 6500.00000 6500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0245 642-01 5930.000 M | 0.01000 59.30| 0.50000 2965.00| 1.00000 5930.00 TEMPORARY BERMS | | | 0250 642-02 123.000 M | 100.00000 12300.00| 61.00000 7503.00| 35.00000 4305.00 SLOPE DRAINS | | | 0255 642-031 66.000 EA | 150.00000 9900.00| 200.00000 13200.00| 60.00000 3960.00 DITCH CHECKS | | | 0260 642-033 826.000 M3 | 15.00000 12390.00| 5.00000 4130.00| 9.00000 7434.00 SEDIMENT TRAP | | | 0265 642-034 5768.000 M3 | 5.00000 28840.00| 25.00000 144200.00| 9.00000 51912.00 SEDIMENT DAM | | | 0270 642-035 4.000 EA | 4000.00000 16000.00| 1800.00000 7200.00| 3200.00000 12800.00 RISER | | | 0275 642-036 3130.000 M3 | 0.01000 31.30| 2.50000 7825.00| 11.60000 36308.00 SEDIMENT REMOVAL | | | 0280 642-041 2821.000 KG | 0.10000 282.10| 0.15000 423.15| 0.50000 1410.50 TEMPORARY SEED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -13 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 55-0461872 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642-044 4605.000 KG | 0.85000 3914.25| 4.30000 19801.50| 0.55000 2532.75 SEED MIXTURE L | | | 0290 642-051 111.500 MGR | 620.00000 69130.00| 580.00000 64670.00| 425.00000 47387.50 STRAW OR HAY MULCH | | | 0295 642-052 16.000 MGR | 1442.00000 23072.00| 1500.00000 24000.00| 425.00000 6800.00 WOOD CELLULOSE FIBER MULCH | | | 0300 642-06 52.600 MGR | 206.00000 10835.60| 290.00000 15254.00| 1060.00000 55756.00 FERTILIZER | | | 0302 642-08 65.000 M | 150.00000 9750.00| 200.00000 13000.00| 30.00000 1950.00 TEMPORARY PIPE | | | 0305 642-09 8431.000 M | 0.01000 84.31| 2.00000 16862.00| 5.60000 47213.60 CONTOUR DITCH | | | 0310 642-10 156.200 MGR | 10.30000 1608.86| 72.00000 11246.40| 75.00000 11715.00 AGRICULTURAL LIMESTONE | | | 0315 642-11 6570.000 EA | 0.01000 65.70| 0.01000 65.70| 6.00000 39420.00 HAY OR STRAW BALES | | | 0320 642-12 2208.000 M | 12.00000 26496.00| 8.50000 18768.00| 12.00000 26496.00 SILT FENCE | | | 0322 651-01 9240.000 M3 | 5.00000 46200.00| 3.00000 27720.00| 4.80000 44352.00 FURNISHING AND PLACING TOPSOIL | | | 0325 652-01 14.900 MGR | 105.00000 1564.50| 74.00000 1102.60| 75.00000 1117.50 AGRICULTURAL LIMESTONE | | | 0330 652-021 13.250 MGR | 1650.00000 21862.50| 1610.00000 21332.50| 2120.00000 28090.00 FERTILIZER 10-20-10 | | | 0335 652-022 2.290 MGR | 2575.00000 5896.75| 2900.00000 6641.00| 1060.00000 2427.40 UREA FORMALDEHYDE FERTILIZER | | | 0340 652-031 1842.000 KG | 1.05000 1934.10| 0.20000 368.40| 15.90000 29287.80 SEED MIXTURES B, C-1, OR C-2 | | | 0342 652-032 2763.000 KG | 1.55000 4282.65| 0.20000 552.60| 0.75000 2072.25 SEED MIXTURES D | | | 0345 652-041 110.000 MGR | 206.00000 22660.00| 180.00000 19800.00| 425.00000 46750.00 STRAW OR HAY MULCH | | | 0350 652-042 16.000 MGR | 515.00000 8240.00| 360.00000 5760.00| 425.00000 6800.00 WOOD CELLULOSE FIBER MULCH | | | 0355 655-02A 16662.000 M2 | 4.60000 76645.20| 4.00000 66648.00| 5.25000 87475.50 PERMANENT EROSION MATTING, TYPE A | | | 0360 655-02B 2698.000 M2 | 4.90000 13220.20| 4.50000 12141.00| 5.25000 14164.50 PERMANENT EROSION MATTING, TYPE B | | | 0365 657-06S100115 8.000 M | 93.45000 747.60| 94.00000 752.00| 100.00000 800.00 A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -14 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 55-0461872 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 657-06W150018 22.000 M | 113.40000 2494.80| 114.00000 2508.00| 115.00000 2530.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0375 657-06W200026 12.000 M | 141.75000 1701.00| 143.00000 1716.00| 150.00000 1800.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 0380 657-08 321.000 M | 14.85000 4766.85| 15.00000 4815.00| 15.00000 4815.00 2.98KG CHANNEL POST | | | 0385 657-10 226.000 M | 20.60000 4655.60| 20.00000 4520.00| 22.00000 4972.00 4.5KG CHANNEL POST | | | 0390 657-12 10.000 M | 24.15000 241.50| 24.00000 240.00| 24.50000 245.00 5.96KG BACK/BACK CHANNEL POST | | | 0395 657-17 4.300 M3 | 1102.50000 4740.75| 1100.00000 4730.00| 1120.00000 4816.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0400 661-011 43.000 M2 | 173.25000 7449.75| 175.00000 7525.00| 175.00000 7525.00 2MM FLAT SHEET SIGNS | | | 0405 661-02 27.000 M2 | 225.75000 6095.25| 220.00000 5940.00| 228.00000 6156.00 EXTRUDED PANEL SIGNS | | | 0410 661-041 118.000 EA | 3.50000 413.00| 3.40000 401.20| 3.50000 413.00 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0415 661-051 21.000 EA | 3.50000 73.50| 3.40000 71.40| 3.50000 73.50 DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 0420 661-07 3.000 UN | 22.05000 66.15| 22.00000 66.00| 22.25000 66.75 DELINEATOR, AMBER, THREE PER UNIT | | | 0425 663-0112W 8530.000 M | 0.40000 3412.00| 0.40000 3412.00| 0.40000 3412.00 EDGE LINE WHITE TYPE II | | | 0430 663-0112Y 6120.000 M | 0.40000 2448.00| 0.40000 2448.00| 0.40000 2448.00 EDGE LINE YELLOW TYPE II | | | 0435 663-0212W 1525.000 M | 0.45000 686.25| 0.40000 610.00| 0.45000 686.25 LANE LINE OR CENTER LINE WHITE TYPE II | | | 0440 663-0312 3070.000 M | 0.40000 1228.00| 0.40000 1228.00| 0.40000 1228.00 BARRIER LINES TYPE II | | | 0445 663-042 230.000 M | 1.05000 241.50| 1.10000 253.00| 1.10000 253.00 TYPE II CHANNELIZING LINES | | | 0450 663-055 45.000 M | 40.00000 1800.00| 40.00000 1800.00| 40.25000 1811.25 TYPE V STOP LINES | | | 0455 663-075Y 100.000 M | 18.40000 1840.00| 18.00000 1800.00| 18.50000 1850.00 TYPE V STRIPES YELLOW | | | 0460 663-105 13.000 EA | 178.50000 2320.50| 180.00000 2340.00| 180.00000 2340.00 TYPE V LANE ARROWS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -15 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 55-0461872 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0465 308-01SG AA1 1152.000 MGR | 23.85000 27475.20| 20.00000 23040.00| 21.25000 24480.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0470 308-01S AA2 1048.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0475 401S-1(1)SG BB1 47281.000 MGR | 38.05000 1799042.05| 44.00000 2080364.00| 40.45000 1912516.45 SUPERPAVE HMA BASE COURSE,ST/GR | | | 0480 401S-1(1)S BB2 42983.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0482 401S-1(2)SG FF1 2742.000 MGR | 48.25000 132301.50| 52.00000 142584.00| 46.65000 127914.30 SUPERPAVE HMA BASE COURSE,ST/GR | | | 0483 401S-1(2)S FF2 2493.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0485 401S-7SG CC1 2297.000 MGR | 48.25000 110830.25| 52.00000 119444.00| 51.00000 117147.00 SUPERPAVE HMA SCRATCH COURSE,ST/GR | | | 0490 401S-7S CC2 2087.000 MGR | | | SUPERPAVE HMA SCRATCH COURSE,SLAG | | | 0495 402S-01(1)SG DD1 6846.000 MGR | 49.35000 337850.10| 55.00000 376530.00| 52.20000 357361.20 SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0500 402S-01(1)S DD2 6225.000 MGR | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 0505 636-02SG EE1 10.000 MGR | 200.00000 2000.00| 30.00000 300.00| 60.00000 600.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0510 636-02S EE2 8.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0515 604-010450A2 PC1 919.700 M | 133.00000 122320.10| 81.00000 74495.70| 125.00000 114962.50 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0520 604-250450A2 PC2 919.700 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0525 604-3704502 PC3 919.700 M | | | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0530 604-010600A2 PE1 222.700 M | 169.00000 37636.30| 90.00000 20043.00| 170.00000 37859.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0535 604-250600A2 PE2 222.700 M | | | CORRUGATED ALUMINUM ALLOY PIPE 600MM, A2| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -16 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 55-0461872 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 604-3706002 PE3 222.700 M | | | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0545 604-010750A3 PF1 110.000 M | 212.60000 23386.00| 130.00000 14300.00| 195.00000 21450.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 750MM, A3 | | | 0550 604-250750A2 PF2 110.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 750MM, A2| | | 0555 604-3707502 PF3 110.000 M | | | REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0560 604-010900A3 PG1 209.100 M | 238.30000 49828.53| 145.00000 30319.50| 250.00000 52275.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 900MM, A3 | | | 0565 604-250900A3 PG2 209.100 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0570 604-3709002 PG3 209.100 M | | | REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0575 604-011050A3 PH1 6.500 M | 686.65000 4463.23| 150.00000 975.00| 210.00000 1365.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 1050MM, A3 | | | 0580 604-251050A3 PH2 6.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1050MM, | | | A3 | | | 0585 604-3710503 PH3 6.500 M | | | REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | III | | | 0590 604-011200A3 PJ1 232.000 M | 370.00000 85840.00| 200.00000 46400.00| 410.00000 95120.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 1200MM, A3 | | | 0595 604-251200A3 PJ2 232.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1200MM, | | | A3 | | | 0600 604-3712004 PJ3 232.000 M | | | REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | IV | | | 0605 604-011350A5 PK1 317.000 M | 344.15000 109095.55| 190.00000 60230.00| 470.00000 148990.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 1350MM, A5 | | | 0610 604-251350E3 PK2 317.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1350MM, | | | E3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -17 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 55-0461872 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0615 604-011500A5 PL1 48.000 M | 800.00000 38400.00| 710.00000 34080.00| 658.00000 31584.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 1500MM, A5 | | | 0620 604-251500A5 PL2 48.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1500MM, | | | A5 | | | 0625 604-010900A3 PM1 268.800 M | 256.00000 68812.80| 140.00000 37632.00| 232.00000 62361.60 METALLIC COATED CORRUGATED STEEL PIPE, | | | 900MM, A3 | | | 0630 604-250900A3 PM2 268.800 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | SECTION TOTALS | $ 16,429,069.56| $ 16,992,788.71| $ 17,973,134.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ON THE JOB TRAINING | | | 0640 699 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,430,669.56| $ 16,994,388.71| $ 17,974,734.94 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -18 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 | | |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 46.370 LS | 556000.00000 556000.00| | CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION 11 | | | 0015 202-01 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION 12 | | | 0020 204-01 LUMP| 422000.00000 422000.00| | MOBILIZATION | | | 0025 207-01 2267676.000 M3 | 3.80000 8617168.80| | UNCLASSIFIED EXCAVATION | | | 0030 207-02 13078.000 M3 | 35.00000 457730.00| | SUBGRADE | | | 0035 207-34 102249.000 M2 | 1.25000 127811.25| | FABRIC FOR SEPARATION | | | 0040 211-02 91990.000 M3 | 34.95000 3215050.50| | ROCK BORROW EXCAVATION | | | 0045 307-01 1539.000 M3 | 36.00000 55404.00| | CLASS I AGGREGATE BASE COURSE | | | 0050 311-06 8690.000 M3 | 82.00000 712580.00| | OPEN GRADED FREE DRAINING BASE | | | 0055 408-02 2255.000 L | 0.45000 1014.75| | BITUMINOUS MATERIAL | | | 0060 409-02 13250.000 L | 0.45000 5962.50| | BITUMINOUS MATERIAL PRIME | | | 0065 601-02 38.480 M3 | 1500.00000 57720.00| | CLASS B CONCRETE | | | 0070 604-720450 11.000 EA | 341.00000 3751.00| | SAFETY SLOPE END SECTION, CSP | | | 0075 604-720600 2.000 EA | 527.00000 1054.00| | SAFETY SLOPE END SECTION, CSP | | | 0080 605-01 2.000 EA | 14000.00000 28000.00| | TYPE A MANHOLE | | | 0085 605-02 1.000 EA | 12000.00000 12000.00| | TYPE B MANHOLE | | | 0090 605-09 27.000 EA | 2000.00000 54000.00| | TYPE G INLET | | | 0095 605-10 2.000 EA | 7000.00000 14000.00| | TYPE H INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -19 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 | | |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 606-22 102.000 M3 | 30.00000 3060.00| | CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0105 606-250150 322.000 M | 17.00000 5474.00| | UNDERDRAIN PIPE 150MM | | | 0110 606-29 7528.000 M | 18.00000 135504.00| | FREE DRAINING BASE (FDB) TRENCH | | | 0115 606-30 454.000 M | 20.00000 9080.00| | OUTLET PIPE | | | 0120 607-011 2773.680 M | 30.00000 83210.40| | TYPE 1 GUARDRAIL, CLASS I | | | 0125 607-012 771.525 M | 20.00000 15430.50| | TYPE 1 GUARDRAIL CLASS II | | | 0130 607-30 7.000 EA | 1600.00000 11200.00| | SPECIAL TRAILING END TERMINAL | | | 0135 607-65 7.000 EA | 450.00000 3150.00| | FLARED END TERMINAL | | | 0140 608-0211 8989.000 M | 40.00000 359560.00| | RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0145 633-01 1303.600 M2 | 90.00000 117324.00| | CONCRETE GUTTER | | | 0150 633-03 712.460 M3 | 30.00000 21373.80| | DUMPED ROCK GUTTER | | | 0155 636-03 300.000 L | 1.00000 300.00| | BITUMINOUS MATERIAL FOR DUST PALLIATIVE | | | 0160 636-07 500.000 M | 3.00000 1500.00| | ERADICATION PAVEMENT MARKINGS | | | 0165 636-08 2400.000 M | 0.75000 1800.00| | TEMP PVMT MARKING-PAINT | | | 0170 636-09 3000.000 M | 6.00000 18000.00| | TEMP PVMT MARKING-TAPE | | | 0175 636-11 21505.000 UN | 0.50000 10752.50| | TRAFFIC CONTROL DEVICE | | | 0180 636-12 6.000 EA | 500.00000 3000.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0185 636-13 100.000 EA | 5.00000 500.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0190 636-14 2400.000 HR | 35.00000 84000.00| | FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -20 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 | | |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 636-17 40.000 M | 80.00000 3200.00| | TEMPORARY CONCRETE BARRIERS | | | 0200 636-18 20.000 M | 25.00000 500.00| | REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0205 636-25A 4800.000 DA | 0.50000 2400.00| | WARNING LIGHTS TYPE A | | | 0210 636-25B 3200.000 DA | 0.50000 1600.00| | WARNING LIGHTS TYPE B | | | 0215 637-01 13916.000 M3 | 1.00000 13916.00| | WATER FOR DUST PALLIATIVE | | | 0220 638-02 81.000 EA | 100.00000 8100.00| | RIGHT OF WAY MARKERS | | | 0225 638-03 11.000 EA | 125.00000 1375.00| | SURVEY MARKERS | | | 0230 639-01 LUMP| 210000.00000 210000.00| | CONSTRUCTION LAYOUT STAKES | | | 0235 640-01 LUMP| 35000.00000 35000.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0240 640-03 LUMP| 15000.00000 15000.00| | BUILDING EQUIPMENT | | | 0243 640-04 LUMP| 5000.00000 5000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | 0245 642-01 5930.000 M | 1.00000 5930.00| | TEMPORARY BERMS | | | 0250 642-02 123.000 M | 120.00000 14760.00| | SLOPE DRAINS | | | 0255 642-031 66.000 EA | 110.00000 7260.00| | DITCH CHECKS | | | 0260 642-033 826.000 M3 | 4.35000 3593.10| | SEDIMENT TRAP | | | 0265 642-034 5768.000 M3 | 5.10000 29416.80| | SEDIMENT DAM | | | 0270 642-035 4.000 EA | 3000.00000 12000.00| | RISER | | | 0275 642-036 3130.000 M3 | 6.75000 21127.50| | SEDIMENT REMOVAL | | | 0280 642-041 2821.000 KG | 0.10000 282.10| | TEMPORARY SEED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -21 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 | | |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642-044 4605.000 KG | 0.10000 460.50| | SEED MIXTURE L | | | 0290 642-051 111.500 MGR | 675.00000 75262.50| | STRAW OR HAY MULCH | | | 0295 642-052 16.000 MGR | 1950.00000 31200.00| | WOOD CELLULOSE FIBER MULCH | | | 0300 642-06 52.600 MGR | 444.20000 23364.92| | FERTILIZER | | | 0302 642-08 65.000 M | 120.00000 7800.00| | TEMPORARY PIPE | | | 0305 642-09 8431.000 M | 2.00000 16862.00| | CONTOUR DITCH | | | 0310 642-10 156.200 MGR | 1.00000 156.20| | AGRICULTURAL LIMESTONE | | | 0315 642-11 6570.000 EA | 6.00000 39420.00| | HAY OR STRAW BALES | | | 0320 642-12 2208.000 M | 6.00000 13248.00| | SILT FENCE | | | 0322 651-01 9240.000 M3 | 5.38000 49711.20| | FURNISHING AND PLACING TOPSOIL | | | 0325 652-01 14.900 MGR | 1.00000 14.90| | AGRICULTURAL LIMESTONE | | | 0330 652-021 13.250 MGR | 1950.00000 25837.50| | FERTILIZER 10-20-10 | | | 0335 652-022 2.290 MGR | 1975.00000 4522.75| | UREA FORMALDEHYDE FERTILIZER | | | 0340 652-031 1842.000 KG | 0.10000 184.20| | SEED MIXTURES B, C-1, OR C-2 | | | 0342 652-032 2763.000 KG | 0.10000 276.30| | SEED MIXTURES D | | | 0345 652-041 110.000 MGR | 310.00000 34100.00| | STRAW OR HAY MULCH | | | 0350 652-042 16.000 MGR | 1332.60000 21321.60| | WOOD CELLULOSE FIBER MULCH | | | 0355 655-02A 16662.000 M2 | 4.50000 74979.00| | PERMANENT EROSION MATTING, TYPE A | | | 0360 655-02B 2698.000 M2 | 4.50000 12141.00| | PERMANENT EROSION MATTING, TYPE B | | | 0365 657-06S100115 8.000 M | 172.00000 1376.00| | A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -22 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 | | |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 657-06W150018 22.000 M | 181.00000 3982.00| | A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0375 657-06W200026 12.000 M | 208.00000 2496.00| | A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 0380 657-08 321.000 M | 32.00000 10272.00| | 2.98KG CHANNEL POST | | | 0385 657-10 226.000 M | 18.00000 4068.00| | 4.5KG CHANNEL POST | | | 0390 657-12 10.000 M | 41.00000 410.00| | 5.96KG BACK/BACK CHANNEL POST | | | 0395 657-17 4.300 M3 | 715.00000 3074.50| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0400 661-011 43.000 M2 | 148.00000 6364.00| | 2MM FLAT SHEET SIGNS | | | 0405 661-02 27.000 M2 | 235.00000 6345.00| | EXTRUDED PANEL SIGNS | | | 0410 661-041 118.000 EA | 9.25000 1091.50| | DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0415 661-051 21.000 EA | 9.25000 194.25| | DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 0420 661-07 3.000 UN | 48.00000 144.00| | DELINEATOR, AMBER, THREE PER UNIT | | | 0425 663-0112W 8530.000 M | 0.40000 3412.00| | EDGE LINE WHITE TYPE II | | | 0430 663-0112Y 6120.000 M | 0.40000 2448.00| | EDGE LINE YELLOW TYPE II | | | 0435 663-0212W 1525.000 M | 0.40000 610.00| | LANE LINE OR CENTER LINE WHITE TYPE II | | | 0440 663-0312 3070.000 M | 0.40000 1228.00| | BARRIER LINES TYPE II | | | 0445 663-042 230.000 M | 2.00000 460.00| | TYPE II CHANNELIZING LINES | | | 0450 663-055 45.000 M | 26.00000 1170.00| | TYPE V STOP LINES | | | 0455 663-075Y 100.000 M | 18.00000 1800.00| | TYPE V STRIPES YELLOW | | | 0460 663-105 13.000 EA | 185.00000 2405.00| | TYPE V LANE ARROWS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -23 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 | | |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0465 308-01SG AA1 1152.000 MGR | 50.00000 57600.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0470 308-01S AA2 1048.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0475 401S-1(1)SG BB1 47281.000 MGR | 38.03000 1798096.43| | SUPERPAVE HMA BASE COURSE,ST/GR | | | 0480 401S-1(1)S BB2 42983.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0482 401S-1(2)SG FF1 2742.000 MGR | 48.23000 132246.66| | SUPERPAVE HMA BASE COURSE,ST/GR | | | 0483 401S-1(2)S FF2 2493.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0485 401S-7SG CC1 2297.000 MGR | 48.23000 110784.31| | SUPERPAVE HMA SCRATCH COURSE,ST/GR | | | 0490 401S-7S CC2 2087.000 MGR | | | SUPERPAVE HMA SCRATCH COURSE,SLAG | | | 0495 402S-01(1)SG DD1 6846.000 MGR | 49.33000 337713.18| | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0500 402S-01(1)S DD2 6225.000 MGR | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 0505 636-02SG EE1 10.000 MGR | 50.00000 500.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0510 636-02S EE2 8.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0515 604-010450A2 PC1 919.700 M | 113.00000 103926.10| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0520 604-250450A2 PC2 919.700 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0525 604-3704502 PC3 919.700 M | | | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0530 604-010600A2 PE1 222.700 M | 131.00000 29173.70| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0535 604-250600A2 PE2 222.700 M | | | CORRUGATED ALUMINUM ALLOY PIPE 600MM, A2| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -24 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 | | |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 604-3706002 PE3 222.700 M | | | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0545 604-010750A3 PF1 110.000 M | 208.00000 22880.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 750MM, A3 | | | 0550 604-250750A2 PF2 110.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 750MM, A2| | | 0555 604-3707502 PF3 110.000 M | | | REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0560 604-010900A3 PG1 209.100 M | 180.00000 37638.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 900MM, A3 | | | 0565 604-250900A3 PG2 209.100 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0570 604-3709002 PG3 209.100 M | | | REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0575 604-011050A3 PH1 6.500 M | 188.00000 1222.00| | METALLIC COATED CORRUGATED STEEL PIPE | | | 1050MM, A3 | | | 0580 604-251050A3 PH2 6.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1050MM, | | | A3 | | | 0585 604-3710503 PH3 6.500 M | | | REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | III | | | 0590 604-011200A3 PJ1 232.000 M | 272.00000 63104.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 1200MM, A3 | | | 0595 604-251200A3 PJ2 232.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1200MM, | | | A3 | | | 0600 604-3712004 PJ3 232.000 M | | | REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | IV | | | 0605 604-011350A5 PK1 317.000 M | 271.00000 85907.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 1350MM, A5 | | | 0610 604-251350E3 PK2 317.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1350MM, | | | E3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 006 -25 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9627001R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 | | |ELMO GREER & SONS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0615 604-011500A5 PL1 48.000 M | 642.00000 30816.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 1500MM, A5 | | | 0620 604-251500A5 PL2 48.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1500MM, | | | A5 | | | 0625 604-010900A3 PM1 268.800 M | 192.00000 51609.60| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 900MM, A3 | | | 0630 604-250900A3 PM2 268.800 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | SECTION TOTALS | $ 18,963,358.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ON THE JOB TRAINING | | | 0640 699 2000.000 HR | 0.80000 1600.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,964,958.30| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : WV 55 - CLIFFORD HOLLOW BRIDGE PROJECT(S) : X316-000H/00-101.92 04 0APD 0484 123 C00 LOCATION: 2.1 MILES E I/S HARDY CO RTE 15 & 6 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1805448 ODOM CONSTRUCTION, L.L.C. $ 29,671,501.06 100.0000% 2 55-0345840 VECELLIO & GROGAN, INC. $ 31,434,958.39 105.9432% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 31,668,978.43 106.7319% 4 55-0328627 J. F. ALLEN COMPANY $ 33,194,023.89 111.8717% 5 25-1021993 TRUMBULL CORPORATION $ 33,283,090.00 112.1719% 6 61-0874665 ELMO GREER & SONS, LLC $ 34,635,145.23 116.7286% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0005 201-01 1.000 LS | 700000.00000 700000.00| 700000.00000 700000.00| 895461.00000 895461.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION 06 | | | 0015 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION 07 | | | 0020 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION 08 | | | 0025 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION 09 | | | 0030 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION 10 | | | 0035 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION 11 | | | 0040 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION 12 | | | 0045 202-02 LUMP| 1100.00000 1100.00| 1200.00000 1200.00| 500.00000 500.00 WATER WELL ABANDONMENT 12 | | | 0050 202-02 LUMP| 1100.00000 1100.00| 1200.00000 1200.00| 500.00000 500.00 WATER WELL ABANDONMENT 7 | | | 0055 202-03 LUMP| 425.00000 425.00| 1000.00000 1000.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT 12 | | | 0060 204-01 LUMP| 780000.00000 780000.00| 573000.00000 573000.00| 482190.00000 482190.00 MOBILIZATION | | | 0065 207-01 4212030.000 M3 | 3.26000 13731217.80| 3.50000 14742105.00| 3.60000 15163308.00 UNCLASSIFIED EXCAVATION | | | 0070 207-02 18644.000 M3 | 30.75000 573303.00| 40.00000 745760.00| 43.50000 811014.00 SUBGRADE | | | 0075 207-34 156136.000 M2 | 1.10000 171749.60| 1.20000 187363.20| 1.20000 187363.20 FABRIC FOR SEPARATION | | | 0080 211-02 70012.000 M3 | 6.49000 454377.88| 9.00000 630108.00| 0.01000 700.12 ROCK BORROW EXCAVATION | | | 0085 307-01 5788.000 M3 | 38.00000 219944.00| 40.00000 231520.00| 46.00000 266248.00 CLASS I AGGREGATE BASE COURSE | | | 0090 308-01 3343.000 MGR | 40.00000 133720.00| 28.00000 93604.00| 26.00000 86918.00 CLASS 1 AGGREGATE BASE COURSE | | | 0095 311-06 12686.000 M3 | 37.95000 481433.70| 72.00000 913392.00| 72.50000 919735.00 OPEN GRADED FREE DRAINING BASE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 409-02 21026.000 L | 0.45000 9461.70| 0.50000 10513.00| 0.45000 9461.70 BITUMINOUS MATERIAL PRIME | | | 0105 502-01300 397.000 M2 | 215.00000 85355.00| 225.00000 89325.00| 225.00000 89325.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0110 601-02 222.240 M3 | 960.00000 213350.40| 940.00000 208905.60| 1310.00000 291134.40 CLASS B CONCRETE | | | 0115 601-03-1A 23.000 M3 | 1200.00000 27600.00| 830.00000 19090.00| 1265.00000 29095.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0120 602-02 14166.000 KG | 1.65000 23373.90| 1.50000 21249.00| 1.75000 24790.50 EPOXY COATED REINFORCING BARS | | | 0125 604-040450A2 128.000 M | 86.00000 11008.00| 68.00000 8704.00| 167.00000 21376.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0130 604-040750A2 25.000 M | 116.00000 2900.00| 95.00000 2375.00| 188.00000 4700.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 750MM, A2 | | | 0135 604-041050E2 167.000 M | 216.00000 36072.00| 150.00000 25050.00| 322.00000 53774.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0140 604-041500C5 134.000 M | 716.00000 95944.00| 900.00000 120600.00| 800.00000 107200.00 FULL BITUMINOUS SCOATED AND PAVED | | | INVERT CORRUGATED STEEL PIPE | | | 0145 604-041800A5 55.500 M | 1140.00000 63270.00| 900.00000 49950.00| 1172.00000 65046.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0150 604-042100D5 167.000 M | 1100.00000 183700.00| 1200.00000 200400.00| 1340.00000 223780.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0155 604-191800J 316.000 M | 1490.00000 470840.00| 1700.00000 537200.00| 1690.00000 534040.00 FULL BITUMINOUS COATED AND FIELD PAVED | | | STRUCTURAL PLATE PIPE 1800MM, J6 | | | 0160 605-04 2.000 EA | 2050.00000 4100.00| 2100.00000 4200.00| 2020.00000 4040.00 TYPE B INLET | | | 0165 605-09 54.000 EA | 2225.00000 120150.00| 2100.00000 113400.00| 1650.00000 89100.00 TYPE G INLET | | | 0170 606-22 123.000 M3 | 42.00000 5166.00| 30.00000 3690.00| 43.00000 5289.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0175 606-250150 382.000 M | 50.00000 19100.00| 22.00000 8404.00| 60.00000 22920.00 UNDERDRAIN PIPE 150MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 606-29 14211.000 M | 46.75000 664364.25| 28.00000 397908.00| 19.00000 270009.00 FREE DRAINING BASE (FDB) TRENCH | | | 0185 606-30 1439.000 M | 40.00000 57560.00| 39.00000 56121.00| 26.00000 37414.00 OUTLET PIPE | | | 0190 607-011 6830.000 M | 28.10000 191923.00| 32.00000 218560.00| 29.50000 201485.00 TYPE 1 GUARDRAIL, CLASS I | | | 0195 607-011A 8.000 M | 775.00000 6200.00| 1255.00000 10040.00| 1236.00000 9888.00 TYPE I THRIE BEAM, CLASS I | | | 0200 607-101A 1140.000 M | 5.00000 5700.00| 1.20000 1368.00| 1.20000 1368.00 GUARDRAIL REMOVAL | | | 0205 607-12 635.000 M | 23.00000 14605.00| 19.00000 12065.00| 19.00000 12065.00 TYPE 1 GUARDRAIL WITH OUT BLOCKS, 2.4M | | | POST | | | 0210 607-25B 2.000 EA | 750.00000 1500.00| 650.00000 1300.00| 660.00000 1320.00 CUT SLOPE TERMINAL, TYPE B | | | 0215 607-30 6.000 EA | 390.00000 2340.00| 425.00000 2550.00| 430.00000 2580.00 SPECIAL TRAILING END TERMINAL | | | 0220 607-65 13.000 EA | 1350.00000 17550.00| 1475.00000 19175.00| 1530.00000 19890.00 FLARED END TERMINAL | | | 0225 608-0211 8892.000 M | 44.25000 393471.00| 35.00000 311220.00| 39.00000 346788.00 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0230 610-012 4.000 M | 225.00000 900.00| 130.00000 520.00| 95.00000 380.00 PLAIN CONCRETE CURBING TYPE II | | | 0235 633-01 6256.100 M2 | 89.50000 559920.95| 72.00000 450439.20| 91.00000 569305.10 CONCRETE GUTTER | | | 0240 633-03 10901.000 M3 | 15.50000 168965.50| 35.00000 381535.00| 23.00000 250723.00 DUMPED ROCK GUTTER | | | 0245 636-02SG 929.000 MGR | 16.75000 15560.75| 16.00000 14864.00| 19.50000 18115.50 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0250 636-24 150.000 M | 133.00000 19950.00| 85.00000 12750.00| 200.00000 30000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0255 637-01 22156.000 M3 | 2.60000 57605.60| 4.50000 99702.00| 3.85000 85300.60 WATER FOR DUST PALLIATIVE | | | 0260 638-01 2.000 EA | 230.00000 460.00| 130.00000 260.00| 230.00000 460.00 PROJECT MARKERS | | | 0265 638-02 45.000 EA | 103.00000 4635.00| 55.00000 2475.00| 110.00000 4950.00 RIGHT OF WAY MARKERS | | | 0270 638-03 9.000 EA | 233.00000 2097.00| 230.00000 2070.00| 150.00000 1350.00 SURVEY MARKERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 639-01 LUMP| 430000.00000 430000.00| 300000.00000 300000.00| 275000.00000 275000.00 CONSTRUCTION LAYOUT STAKES | | | 0280 640-01 LUMP| 20500.00000 20500.00| 48000.00000 48000.00| 35000.00000 35000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0285 640-03 LUMP| 25000.00000 25000.00| 12000.00000 12000.00| 4500.00000 4500.00 BUILDING EQUIPMENT | | | 0290 642-01 3525.000 M | 2.15000 7578.75| 0.50000 1762.50| 0.70000 2467.50 TEMPORARY BERMS | | | 0295 642-02 723.000 M | 36.50000 26389.50| 50.00000 36150.00| 43.00000 31089.00 SLOPE DRAINS | | | 0300 642-031 104.000 EA | 210.00000 21840.00| 270.00000 28080.00| 120.00000 12480.00 DITCH CHECKS | | | 0305 642-033 1128.000 M3 | 4.50000 5076.00| 1.80000 2030.40| 7.00000 7896.00 SEDIMENT TRAP | | | 0310 642-034 7002.000 M3 | 3.90000 27307.80| 15.00000 105030.00| 11.00000 77022.00 SEDIMENT DAM | | | 0315 642-035 7.000 EA | 2950.00000 20650.00| 1625.00000 11375.00| 2000.00000 14000.00 RISER | | | 0320 642-036 8558.000 M3 | 7.10000 60761.80| 4.25000 36371.50| 4.30000 36799.40 SEDIMENT REMOVAL | | | 0325 642-041 17000.000 KG | 0.10000 1700.00| 0.15000 2550.00| 0.01000 170.00 TEMPORARY SEED | | | 0330 642-042 822.000 KG | 0.10000 82.20| 0.15000 123.30| 0.15000 123.30 SEED MIXTURE B | | | 0335 642-043 2638.000 KG | 0.10000 263.80| 0.15000 395.70| 8.45000 22291.10 SEED MIXTURE D | | | 0340 642-051 171.000 MGR | 185.00000 31635.00| 190.00000 32490.00| 164.00000 28044.00 STRAW OR HAY MULCH | | | 0345 642-052 131.200 MGR | 185.00000 24272.00| 190.00000 24928.00| 300.00000 39360.00 WOOD CELLULOSE FIBER MULCH | | | 0350 642-06 42.200 MGR | 2200.00000 92840.00| 2300.00000 97060.00| 1900.00000 80180.00 FERTILIZER | | | 0353 642-08 65.000 M | 131.00000 8515.00| 110.00000 7150.00| 77.00000 5005.00 TEMPORARY PIPE | | | 0355 642-09 10212.000 M | 0.11000 1123.32| 1.60000 16339.20| 1.30000 13275.60 CONTOUR DITCH | | | 0360 642-10 55.600 MGR | 70.00000 3892.00| 72.00000 4003.20| 23.00000 1278.80 AGRICULTURAL LIMESTONE | | | 0365 642-11 400.000 EA | 10.00000 4000.00| 1.00000 400.00| 8.00000 3200.00 HAY OR STRAW BALES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 642-12 3974.000 M | 7.40000 29407.60| 9.00000 35766.00| 8.70000 34573.80 SILT FENCE | | | 0375 652-01 92.720 MGR | 70.00000 6490.40| 72.00000 6675.84| 23.00000 2132.56 AGRICULTURAL LIMESTONE | | | 0380 652-021 29.240 MGR | 2800.00000 81872.00| 2900.00000 84796.00| 1600.00000 46784.00 FERTILIZER 10-20-10 | | | 0385 652-022 19.110 MGR | 3225.00000 61629.75| 3300.00000 63063.00| 630.00000 12039.30 UREA FORMALDEHYDE FERTILIZER | | | 0390 652-031 1667.000 KG | 0.10000 166.70| 0.15000 250.05| 0.50000 833.50 SEED MIXTURES B, C-1, OR C-2 | | | 0395 652-032 3641.000 KG | 0.10000 364.10| 0.15000 546.15| 7.40000 26943.40 SEED MIXTURES D | | | 0400 652-041 174.000 MGR | 220.00000 38280.00| 225.00000 39150.00| 240.00000 41760.00 STRAW OR HAY MULCH | | | 0405 652-042 28.000 MGR | 385.00000 10780.00| 390.00000 10920.00| 590.00000 16520.00 WOOD CELLULOSE FIBER MULCH | | | 0410 655-01 3260.000 M2 | 1.65000 5379.00| 1.75000 5705.00| 1.50000 4890.00 MATTING | | | 0415 655-02A 27228.000 M2 | 2.40000 65347.20| 3.00000 81684.00| 4.60000 125248.80 PERMANENT EROSION MATTING, TYPE A | | | 0420 655-02B 1127.000 M2 | 2.40000 2704.80| 3.50000 3944.50| 4.70000 5296.90 PERMANENT EROSION MATTING, TYPE B | | | 0460 401S-011SG AA1 56807.000 MGR | 37.95000 2155825.65| 39.00000 2215473.00| 40.00000 2272280.00 SUPERPAVE HMA BASE COURSE | | | 0465 401S-011S AA2 51694.000 MGR | | | SUPERPAVE HMA BASE COURSE | | | 0470 401S-012SG AB1 6280.000 MGR | 48.13000 302256.40| 50.00000 314000.00| 50.80000 319024.00 SUPERPAVE HMA BASE COURSE | | | 0475 401S-012S AB2 5714.000 MGR | | | SUPERPAVE HMA BASE COURSE | | | 0480 401S-7SG AC1 3222.000 MGR | 48.13000 155074.86| 51.00000 164322.00| 50.80000 163677.60 SUPERPAVE HMA SCRATCH COURSE,ST/GR | | | 0485 401S-7S AC2 2933.000 MGR | | | SUPERPAVE HMA SCRATCH COURSE,SLAG | | | 0490 402S-01(1)SG AD1 9127.000 MGR | 49.23000 449322.21| 53.00000 483731.00| 52.00000 474604.00 SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0495 402S-01(1)S AD2 8306.000 MGR | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 604-040450A2 BA1 168.000 M | | 70.00000 11760.00| 175.00000 29400.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0505 604-260450A2 BA2 168.000 M | 88.50000 14868.00| | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 450MM, A2 | | | 0510 604-040450A2 BB1 383.000 M | 96.00000 36768.00| 75.00000 28725.00| 175.00000 67025.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0515 604-260450A2 BB2 383.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 450MM, A2 | | | 0520 604-3704502 BB3 383.000 M | | | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0525 604-040450A2 BC1 176.500 M | 123.00000 21709.50| 90.00000 15885.00| 175.00000 30887.50 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0530 604-260450A2 BC2 176.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 450MM, A2 | | | 0535 604-3704504 BC3 176.500 M | | | REINFORCED CONCRETE PIPE, 450MM, CLASS | | | IV | | | 0540 604-090450 BD1 3.000 EA | 210.00000 630.00| 170.00000 510.00| 165.00000 495.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 450MM | | | 0545 604-280450 BD2 3.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 450MM | | | 0550 604-380450 BD3 3.000 EA | | | REINFORCED CONCRETE END SECTION, 450MM | | | 0555 604-720450 BE1 2.000 EA | 300.00000 600.00| 400.00000 800.00| 280.00000 560.00 SAFETY SLOPE END SECTION, CSP | | | 0560 604-710450 BE2 2.000 EA | | | SAFETY SLOPE END SECTION, RCP | | | 0565 604-040600A2 CA1 50.000 M | 85.00000 4250.00| 95.00000 4750.00| 222.00000 11100.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 600MM, A2 | | | 0570 604-260600A2 CA2 50.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 600MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0575 604-040600A2 CB1 1115.000 M | 112.00000 124880.00| 95.00000 105925.00| 186.00000 207390.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 600MM, A2 | | | 0580 604-260600A2 CB2 1115.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 600MM, A2 | | | 0585 604-3706002 CB3 1115.000 M | | | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0590 604-040600A2 CC1 66.000 M | 85.00000 5610.00| 105.00000 6930.00| 196.00000 12936.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 600MM, A2 | | | 0595 604-260600C2 CC2 66.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FEILD | | | PAVED, 1800MM, C2 | | | 0600 604-040750A2 DA1 328.500 M | 135.00000 44347.50| 120.00000 39420.00| 205.00000 67342.50 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 750MM, A2 | | | 0605 604-260750B3 DA2 328.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 750MM, B3 | | | 0610 604-3707502 DA3 328.500 M | | | REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0615 604-040750A2 DB1 150.000 M | 140.00000 21000.00| 120.00000 18000.00| 220.00000 33000.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 750MM, A2 | | | 0620 604-260750A3 DB2 150.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 750MM, A3 | | | 0625 604-3707502 DB3 150.000 M | | | REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0630 604-040800A2 EA1 62.000 M | 115.00000 7130.00| 110.00000 6820.00| 230.00000 14260.00 FULL BIT. COATED & PAVED INVERT | | | CORRUGATED STEEL PIPE, 800MM A2 | | | 0635 604-260800A2 EA2 62.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 800MM, A2 | | | 0640 604-040900A2 FA1 28.000 M | 128.00000 3584.00| 130.00000 3640.00| 182.00000 5096.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 900MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0645 604-260900D2 FA2 28.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 900MM,D2 | | | 0650 604-3709002 FA3 28.000 M | | | REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0655 604-040900A2 FB1 55.000 M | 125.00000 6875.00| 130.00000 7150.00| 182.00000 10010.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 900MM, A2 | | | 0660 604-260900D2 FB2 55.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 900MM,D2 | | | 0665 604-3709004 FB3 55.000 M | | | REINFORCED CONCRETE PIPE 900MM, CLASS IV| | | 0670 604-040900A2 FC1 146.000 M | 100.00000 14600.00| 130.00000 18980.00| 223.00000 32558.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 900MM, A2 | | | 0675 604-260900D2 FC2 146.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 900MM,D2 | | | 0680 604-040900A2 FD1 296.000 M | 145.00000 42920.00| 130.00000 38480.00| 201.00000 59496.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 900MM, A2 | | | 0685 604-260900A3 FD2 296.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FEILD | | | PAVED 750MM, A3 | | | 0690 604-3709002 FD3 296.000 M | | | REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0695 604-041050B2 GA1 152.500 M | 145.00000 22112.50| 150.00000 22875.00| 281.00000 42852.50 FULL BITUMINOUS COATED PAVED CORRUGATED | | | PIPE, 1050MM, B2 | | | 0700 604-261050A3 GA2 152.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED, 1050MM, A3 | | | 0705 604-041050B3 GB1 147.000 M | 205.00000 30135.00| 215.00000 31605.00| 385.00000 56595.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0710 604-261050D7 GB2 147.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED, 1050MM,D7 | | | 0715 604-041200A2 HA1 107.000 M | 175.00000 18725.00| 160.00000 17120.00| 255.00000 27285.00 FULL BITUMINOUSE COATED/PVD CORRUGATED | | | PIPE, 1200MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 604-261200D2 HA2 107.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 1200MM, D2 | | | 0725 604-041200A2 HB1 85.000 M | 180.00000 15300.00| 160.00000 13600.00| 255.00000 21675.00 FULL BITUMINOUSE COATED/PVD CORRUGATED | | | PIPE, 1200MM, A2 | | | 0730 604-261200A3 HB2 85.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 1200MM, A3 | | | 0735 604-3712005 HB3 85.000 M | | | REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | V | | | 0740 604-041350A5 IA1 133.000 M | 236.00000 31388.00| 260.00000 34580.00| 346.00000 46018.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE, 1350MM, A5 | | | 0745 604-261350E3 IA2 133.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 1350MM, E3 | | | 0750 604-041500D5 JA1 125.500 M | 680.00000 85340.00| 1075.00000 134912.50| 833.00000 104541.50 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0755 604-261500D3 JA2 125.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED, 1050MM,D7 | | | 0760 604-041800D2 KA1 155.000 M | 980.00000 151900.00| 1300.00000 201500.00| 1046.00000 162130.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE, 1800MM, D2 | | | 0765 604-331800Q KA2 155.000 M | | | ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | | 0770 604-041800A5 KB1 114.000 M | 980.00000 111720.00| 1250.00000 142500.00| 991.00000 112974.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0775 604-261500C3 KB2 114.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 1500MM, C3 | | | 0780 604-3718004 KB3 114.000 M | | | REINFORCED CONCRETE PIPE 1800MM, CLASS | | | IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 25,799,797.37| $ 27,420,969.84| $ 27,644,823.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0785 670-04150250 23.000 M | 245.00000 5635.00| 140.00000 3220.00| 135.00000 3105.00 DUCTILE IRON PIPE TYPE II CLASS 50, | | | 150MM | | | 0790 670-04200250 168.000 M | 87.00000 14616.00| 150.00000 25200.00| 155.00000 26040.00 DUCTILE IRON PIPE TYPE II CL50, 200MM | | | 0795 670-07050250 8.000 M | 121.00000 968.00| 64.00000 512.00| 60.00000 480.00 PLASTIC PIPE CLASS 250, 50MM | | | 0805 670-07150150 2083.000 M | 63.00000 131229.00| 92.00000 191636.00| 68.00000 141644.00 PLASTIC PIPE CLASS 150, 150MM | | | 0810 670-07200150 175.000 M | 105.00000 18375.00| 80.00000 14000.00| 75.00000 13125.00 PLASTIC PIPE CLASS 150, 200MM | | | 0815 670-09150 5.000 EA | 659.00000 3295.00| 740.00000 3700.00| 750.00000 3750.00 GATE VALVE AND VALVE BOX, 150MM | | | 0820 670-09200 1.000 EA | 859.00000 859.00| 800.00000 800.00| 750.00000 750.00 GATE VALVE AND VALVE BOX, 200MM | | | 0825 670-10030006 172.000 M | 292.00000 50224.00| 275.00000 47300.00| 275.00000 47300.00 STEEL CASING PIPE, 300MM 6.35MM | | | 0830 670-13133 1.000 M | 2236.00000 2236.00| 2600.00000 2600.00| 2500.00000 2500.00 FIRE HYDRANT ASSEMBLY, 133.35MM | | | 0835 670-1519 4.000 EA | 290.00000 1160.00| 370.00000 1480.00| 350.00000 1400.00 METERS, 19MM | | | 0840 670-17 4.000 EA | 71.00000 284.00| 85.00000 340.00| 80.00000 320.00 METER BOX | | | 0845 670-19 2.000 EA | 625.00000 1250.00| 370.00000 740.00| 350.00000 700.00 SPECIAL VALVE | | | 0850 670-2125 101.000 M | 61.00000 6161.00| 53.00000 5353.00| 45.00000 4545.00 HOUSE CONNECTION 25MM | | | 0855 670-2150 275.000 M | 34.00000 9350.00| 64.00000 17600.00| 50.00000 13750.00 HOUSE CONNECTION 50MM | | | SECTION TOTALS | $ 245,642.00| $ 314,481.00| $ 259,409.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0860 640-04 LUMP| 5100.00000 5100.00| 8900.00000 8900.00| 4500.00000 4500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 5,100.00| $ 8,900.00| $ 4,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE NO. 4247 (REINFORCED EARTH ALTERNATIVE) ALT RR1 | | | 0865 212-05 137.000 M3 | 106.00000 14522.00| 75.00000 10275.00| 112.00000 15344.00 SELECT MATERIAL FOR BACKFILLING | | | 0870 601-02 39.000 M3 | 489.00000 19071.00| 550.00000 21450.00| 515.00000 20085.00 CLASS B CONCRETE | | | 0875 601-03 339.000 M3 | 565.00000 191535.00| 575.00000 194925.00| 595.00000 201705.00 CLASS K CONCRETE | | | 0880 601-03-A 20.000 M3 | 1245.00000 24900.00| 880.00000 17600.00| 1310.00000 26200.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0885 602-01 3697.000 KG | 2.02000 7467.94| 1.40000 5175.80| 2.10000 7763.70 REINFORCING STEEL BARS | | | 0890 602-02 27340.000 KG | 1.57000 42923.80| 1.65000 45111.00| 1.65000 45111.00 EPOXY COATED REINFORCING BARS | | | 0895 615-01 1.000 LS | 637700.00000 637700.00| 765000.00000 765000.00| 672000.00000 672000.00 STEEL SUPERSTRUCTURE | | | 0900 616-04H360108 480.000 M | 150.20000 72096.00| 100.00000 48000.00| 158.00000 75840.00 STEEL BEARING PILES HP 360X108, DRIVEN | | | 0905 626-01 860.000 M2 | 480.00000 412800.00| 480.00000 412800.00| 506.00000 435160.00 RETAINING WALL, REINFORCED EARTH | | | 0910 639-01 LUMP| 7500.00000 7500.00| 1500.00000 1500.00| 7904.00000 7904.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 1,430,515.74| $ 1,521,836.80| $ 1,507,112.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NO. 4247 (RETAINED EARTH ALTERNATIVE) ALT RR2 | | | 0915 212-05 137.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 0920 601-02 39.000 M3 | | | CLASS B CONCRETE | | | 0925 601-03 339.000 M3 | | | CLASS K CONCRETE | | | 0930 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 0935 602-01 3967.000 KG | | | REINFORCING STEEL BARS | | | 0940 602-02 27340.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0945 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 0950 616-04H360108 480.000 M | | | STEEL BEARING PILES HP 360X108, DRIVEN | | | 0955 626-02 860.000 M2 | | | RETAINING WALL, VSL RETAINED EARTH | | | 0960 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE NO. 4247 (CAST IN PLACE REINFORCED CONCRETE ALT.) ALT RR3 | | | 0965 212-05 319.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 0970 601-02 677.000 M3 | | | CLASS B CONCRETE | | | 0975 601-02-A 687.000 M3 | | | CLASS B CONCRETE, ARCHITECTURAL | | | 0980 601-03 339.000 M3 | | | CLASS K CONCRETE | | | 0985 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 0990 602-01 79753.000 KG | | | REINFORCING STEEL BARS | | | 0995 602-02 27340.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1000 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 1005 616-04H360108 4090.000 M | | | STEEL BEARING PILES HP 360X108, DRIVEN | | | 1010 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BRIDGE NO. 4247 (ISOGRID ALTERNATIVE) ALT RR4 | | | 1015 212-05 137.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 1020 601-02 39.000 M3 | | | CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -14 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1025 601-03 339.000 M3 | | | CLASS K CONCRETE | | | 1030 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 1035 602-01 3697.000 KG | | | REINFORCING STEEL BARS | | | 1040 602-02 27340.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1045 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 1050 616-04H360108 480.000 M | | | STEEL BEARING PILES HP 360X108, DRIVEN | | | 1055 626-05 860.000 M2 | | | RETAINING WALL, ISOSGRID | | | 1060 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 BRIDGE NO. 4248 (REINFORCED EARTH ALTERNATIVE) ALT SS1 | | | 1065 212-03 435.000 M3 | 35.00000 15225.00| | 37.00000 16095.00 ROCK EXCAVATION | | | 1070 212-05 100.000 M3 | 106.00000 10600.00| | 112.00000 11200.00 SELECT MATERIAL FOR BACKFILLING | | | 1075 601-02 109.000 M3 | 520.00000 56680.00| | 548.00000 59732.00 CLASS B CONCRETE | | | 1080 601-03 211.000 M3 | 590.00000 124490.00| | 622.00000 131242.00 CLASS K CONCRETE | | | 1085 601-03-A 20.000 M3 | 1245.00000 24900.00| | 1312.00000 26240.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1090 602-01 22630.000 KG | 1.69000 38244.70| | 1.80000 40734.00 REINFORCING STEEL BARS | | | 1095 602-02 19575.000 KG | 1.71000 33473.25| | 1.80000 35235.00 EPOXY COATED REINFORCING BARS | | | 1100 615-01 1.000 LS | 775500.00000 775500.00| | 817280.00000 817280.00 STEEL SUPERSTRUCTURE | | | 1105 625-031525 46.000 M | 6020.00000 276920.00| | 6345.00000 291870.00 ROCK SOCKET 1525MM FOUNDATION | | | 1110 625-041525 LUMP| 45000.00000 45000.00| | 47425.00000 47425.00 DRILLED CAISSON TEST HOLE 1525MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -15 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1115 625-05 62.000 M | 200.00000 12400.00| | 210.00000 13020.00 PREINSTALLATION CORE HOLE | | | 1120 626-01 730.000 M2 | 480.00000 350400.00| | 505.00000 368650.00 RETAINING WALL, REINFORCED EARTH | | | 1125 639-01 LUMP| 7500.00000 7500.00| | 7905.00000 7905.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 1,771,332.95| $ | $ 1,866,628.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 BRIDGE NO. 4248 (RETAINED EARTH ALTERNATIVE) ALT SS2 | | | 1130 212-03 435.000 M3 | | | ROCK EXCAVATION | | | 1135 212-05 100.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 1140 601-02 109.000 M3 | | | CLASS B CONCRETE | | | 1145 601-03 211.000 M3 | | | CLASS K CONCRETE | | | 1150 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 1155 602-01 22630.000 KG | | | REINFORCING STEEL BARS | | | 1160 602-02 19575.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1165 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 1170 625-031525 46.000 M | | | ROCK SOCKET 1525MM FOUNDATION | | | 1175 625-041525 LUMP| | | DRILLED CAISSON TEST HOLE 1525MM | | | 1180 625-05 62.000 M | | | PREINSTALLATION CORE HOLE | | | 1185 626-02 730.000 M2 | | | RETAINING WALL, VSL RETAINED EARTH | | | 1190 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 BRIDGE NO. 4248 (CAST IN PLACE REINFORCED CONCRETE ALT.) ALT SS3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -16 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1195 212-03 1835.000 M3 | | 40.00000 73400.00| ROCK EXCAVATION | | | 1200 212-05 336.000 M3 | | 80.00000 26880.00| SELECT MATERIAL FOR BACKFILLING | | | 1205 601-02 660.000 M3 | | 400.00000 264000.00| CLASS B CONCRETE | | | 1210 601-02-A 963.000 M3 | | 400.00000 385200.00| CLASS B CONCRETE, ARCHITECTURAL | | | 1215 601-03 211.000 M3 | | 700.00000 147700.00| CLASS K CONCRETE | | | 1220 601-03-A 20.000 M3 | | 900.00000 18000.00| CLASS K CONCRETE, ARCHITECTURAL | | | 1225 602-01 91600.000 KG | | 1.30000 119080.00| REINFORCING STEEL BARS | | | 1230 602-02 19575.000 KG | | 1.70000 33277.50| EPOXY COATED REINFORCING BARS | | | 1235 615-01 1.000 LS | | 650000.00000 650000.00| STEEL SUPERSTRUCTURE | | | 1240 639-01 LUMP| | 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ 1,722,537.50| $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 BRIDGE NO. 4248 (ISOGRID ALTERNATIVE) ALT SS4 | | | 1245 212-03 435.000 M3 | | | ROCK EXCAVATION | | | 1250 212-05 100.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 1255 601-02 109.000 M3 | | | CLASS B CONCRETE | | | 1260 601-03 211.000 M3 | | | CLASS K CONCRETE | | | 1265 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 1270 602-01 22630.000 KG | | | REINFORCING STEEL BARS | | | 1275 602-02 19575.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1280 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -17 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1285 625-031525 46.000 M | | | ROCK SOCKET 1525MM FOUNDATION | | | 1290 625-041525 LUMP| | | DRILLED CAISSON TEST HOLE 1525MM | | | 1295 625-05 62.000 M | | | PREINSTALLATION CORE HOLE | | | 1300 626-05 730.000 M2 | | | RETAINING WALL, ISOSGRID | | | 1305 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 TRAFFIC ITEMS | | | 1310 636-03 800.000 L | 0.50000 400.00| 1.05000 840.00| 5.25000 4200.00 BITUMINOUS MATERIAL FOR DUST PALLIATIVE | | | 1315 636-07 1500.000 M | 3.00000 4500.00| 2.35000 3525.00| 2.10000 3150.00 ERADICATION PAVEMENT MARKINGS | | | 1320 636-08 5500.000 M | 1.00000 5500.00| 2.70000 14850.00| 0.60000 3300.00 TEMP PVMT MARKING-PAINT | | | 1325 636-09 3500.000 M | 3.28000 11480.00| 3.35000 11725.00| 3.35000 11725.00 TEMP PVMT MARKING-TAPE | | | 1330 636-11 33520.000 UN | 1.25000 41900.00| 1.30000 43576.00| 1.30000 43576.00 TRAFFIC CONTROL DEVICE | | | 1335 636-12 6.000 EA | 200.00000 1200.00| 370.00000 2220.00| 315.00000 1890.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 1340 636-13 100.000 EA | 5.00000 500.00| 5.30000 530.00| 3.15000 315.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 1345 636-14 4000.000 HR | 33.00000 132000.00| 45.00000 180000.00| 35.00000 140000.00 FLAGGER | | | 1350 636-17 100.000 M | 140.00000 14000.00| 80.00000 8000.00| 108.00000 10800.00 TEMPORARY CONCRETE BARRIERS | | | 1355 636-18 50.000 M | 14.50000 725.00| 25.00000 1250.00| 23.00000 1150.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 1360 636-23(01) LUMP| 26000.00000 26000.00| 20000.00000 20000.00| 12500.00000 12500.00 TEMPORARY TRAFFIC SIGNAL | | | 1365 636-23(02) 1.000 LS | 26000.00000 26000.00| 20000.00000 20000.00| 12500.00000 12500.00 TEMPORARY TRAFFIC SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -18 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 636-25A 9600.000 DA | 0.75000 7200.00| 0.50000 4800.00| 0.50000 4800.00 WARNING LIGHTS TYPE A | | | 1375 636-25B 8000.000 DA | 2.00000 16000.00| 1.60000 12800.00| 1.60000 12800.00 WARNING LIGHTS TYPE B | | | 1380 657-06S100115 49.000 M | 95.00000 4655.00| 85.00000 4165.00| 87.00000 4263.00 A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 1385 657-06W150018 22.000 M | 125.00000 2750.00| 115.00000 2530.00| 115.00000 2530.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 1390 657-06W200026 51.000 M | 160.00000 8160.00| 140.00000 7140.00| 145.00000 7395.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 1395 657-08 537.000 M | 14.00000 7518.00| 15.00000 8055.00| 15.00000 8055.00 2.98KG CHANNEL POST | | | 1400 657-10 440.000 M | 19.00000 8360.00| 20.00000 8800.00| 20.00000 8800.00 4.5KG CHANNEL POST | | | 1405 657-12 26.000 M | 30.00000 780.00| 25.00000 650.00| 24.00000 624.00 5.96KG BACK/BACK CHANNEL POST | | | 1410 657-14 39.000 M | 42.00000 1638.00| 28.00000 1092.00| 26.00000 1014.00 9.0KG BACK TO BACK CHANNEL POST | | | 1415 657-17 11.400 M3 | 850.00000 9690.00| 1060.00000 12084.00| 1050.00000 11970.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1420 661-011 84.000 M2 | 195.00000 16380.00| 170.00000 14280.00| 174.00000 14616.00 2MM FLAT SHEET SIGNS | | | 1425 661-02 97.000 M2 | 250.00000 24250.00| 215.00000 20855.00| 225.00000 21825.00 EXTRUDED PANEL SIGNS | | | 1430 661-041 239.000 EA | 3.50000 836.50| 3.50000 836.50| 3.50000 836.50 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 1435 661-051 29.000 EA | 3.50000 101.50| 3.50000 101.50| 3.15000 91.35 DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 1440 661-07 6.000 UN | 20.00000 120.00| 22.00000 132.00| 22.00000 132.00 DELINEATOR, AMBER, THREE PER UNIT | | | 1445 661-10 8.000 EA | 45.00000 360.00| 52.00000 416.00| 53.00000 424.00 DELINEATOR BRACKET, TYPE C | | | 1450 663-0112W 12750.000 M | 0.30000 3825.00| 0.40000 5100.00| 0.37000 4717.50 EDGE LINE WHITE TYPE II | | | 1455 663-0112Y 7540.000 M | 0.30000 2262.00| 0.40000 3016.00| 0.37000 2789.80 EDGE LINE YELLOW TYPE II | | | 1460 663-0212W 1655.000 M | 0.50000 827.50| 0.45000 744.75| 0.42000 695.10 LANE LINE OR CENTER LINE WHITE TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -19 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 62-1805448 |(2) 55-0345840 |(3) 55-0535003 |ODOM CONSTRUCTION, L.L.C. |VECELLIO & GROGAN, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1465 663-0312 5215.000 M | 0.30000 1564.50| 0.40000 2086.00| 0.37000 1929.55 BARRIER LINES TYPE II | | | 1470 663-042 385.000 M | 1.00000 385.00| 1.10000 423.50| 1.05000 404.25 TYPE II CHANNELIZING LINES | | | 1475 663-055 115.000 M | 40.00000 4600.00| 41.00000 4715.00| 45.00000 5175.00 TYPE V STOP LINES | | | 1480 663-075W 275.000 M | 40.00000 11000.00| 42.00000 11550.00| 42.00000 11550.00 TYPE V STRIPES WHITE | | | 1485 663-075Y 330.000 M | 40.00000 13200.00| 18.00000 5940.00| 19.00000 6270.00 TYPE V STRIPES YELLOW | | | 1490 663-105 22.000 EA | 190.00000 4180.00| 185.00000 4070.00| 200.00000 4400.00 TYPE V LANE ARROWS | | | 1495 663-115 8.000 EA | 190.00000 1520.00| 70.00000 560.00| 74.00000 592.00 TYPE V LANE LETTERS | | | 1500 636-02SG LA1 15.000 MGR | 23.00000 345.00| 25.00000 375.00| 20.00000 300.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1505 636-02S LA2 20.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 416,713.00| $ 443,833.25| $ 384,105.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 ON THE JOB TRAINING | | | 1510 699 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| $ 2,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,671,501.06| $ 31,434,958.39| $ 31,668,978.43 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -20 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0005 201-01 1.000 LS | 1383226.30000 1383226.30| 696085.68000 696085.68| 729000.00000 729000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1.00000 1.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION 06 | | | 0015 202-01 1.000 LS | 1.00000 1.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION 07 | | | 0020 202-01 1.000 LS | 1.00000 1.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION 08 | | | 0025 202-01 1.000 LS | 1.00000 1.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION 09 | | | 0030 202-01 1.000 LS | 1.00000 1.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION 10 | | | 0035 202-01 1.000 LS | 1.00000 1.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION 11 | | | 0040 202-01 1.000 LS | 1.00000 1.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION 12 | | | 0045 202-02 LUMP| 1.00000 1.00| 500.00000 500.00| 1500.00000 1500.00 WATER WELL ABANDONMENT 12 | | | 0050 202-02 LUMP| 1.00000 1.00| 500.00000 500.00| 1500.00000 1500.00 WATER WELL ABANDONMENT 7 | | | 0055 202-03 LUMP| 1.00000 1.00| 500.00000 500.00| 1200.00000 1200.00 SEPTIC TANK ABANDONMENT 12 | | | 0060 204-01 LUMP| 995820.75000 995820.75| 375000.00000 375000.00| 443000.00000 443000.00 MOBILIZATION | | | 0065 207-01 4212030.000 M3 | 3.83000 16132074.90| 4.00000 16848120.00| 3.94000 16595398.20 UNCLASSIFIED EXCAVATION | | | 0070 207-02 18644.000 M3 | 33.00000 615252.00| 39.00000 727116.00| 32.50000 605930.00 SUBGRADE | | | 0075 207-34 156136.000 M2 | 1.25000 195170.00| 1.10000 171749.60| 1.25000 195170.00 FABRIC FOR SEPARATION | | | 0080 211-02 70012.000 M3 | 0.01000 700.12| 9.20000 644110.40| 34.95000 2446919.40 ROCK BORROW EXCAVATION | | | 0085 307-01 5788.000 M3 | 40.00000 231520.00| 45.00000 260460.00| 36.00000 208368.00 CLASS I AGGREGATE BASE COURSE | | | 0090 308-01 3343.000 MGR | 23.85000 79730.55| 33.00000 110319.00| 17.00000 56831.00 CLASS 1 AGGREGATE BASE COURSE | | | 0095 311-06 12686.000 M3 | 79.00000 1002194.00| 81.30000 1031371.80| 82.00000 1040252.00 OPEN GRADED FREE DRAINING BASE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -21 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 409-02 21026.000 L | 0.45000 9461.70| 0.45000 9461.70| 0.45000 9461.70 BITUMINOUS MATERIAL PRIME | | | 0105 502-01300 397.000 M2 | 225.75000 89622.75| 243.00000 96471.00| 250.00000 99250.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0110 601-02 222.240 M3 | 1008.00000 224017.92| 700.00000 155568.00| 1000.00000 222240.00 CLASS B CONCRETE | | | 0115 601-03-1A 23.000 M3 | 1260.00000 28980.00| 1540.00000 35420.00| 1200.00000 27600.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0120 602-02 14166.000 KG | 1.75000 24790.50| 1.60000 22665.60| 1.65000 23373.90 EPOXY COATED REINFORCING BARS | | | 0125 604-040450A2 128.000 M | 175.00000 22400.00| 112.00000 14336.00| 114.00000 14592.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0130 604-040750A2 25.000 M | 300.00000 7500.00| 147.00000 3675.00| 168.00000 4200.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 750MM, A2 | | | 0135 604-041050E2 167.000 M | 330.10000 55126.70| 221.00000 36907.00| 319.00000 53273.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0140 604-041500C5 134.000 M | 930.55000 124693.70| 740.00000 99160.00| 778.00000 104252.00 FULL BITUMINOUS SCOATED AND PAVED | | | INVERT CORRUGATED STEEL PIPE | | | 0145 604-041800A5 55.500 M | 1109.69000 61587.80| 760.00000 42180.00| 924.00000 51282.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0150 604-042100D5 167.000 M | 1363.42000 227691.14| 1100.00000 183700.00| 1261.00000 210587.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0155 604-191800J 316.000 M | 1739.30000 549618.80| 2100.00000 663600.00| 1815.00000 573540.00 FULL BITUMINOUS COATED AND FIELD PAVED | | | STRUCTURAL PLATE PIPE 1800MM, J6 | | | 0160 605-04 2.000 EA | 2500.00000 5000.00| 2500.00000 5000.00| 2800.00000 5600.00 TYPE B INLET | | | 0165 605-09 54.000 EA | 2250.00000 121500.00| 1750.00000 94500.00| 2500.00000 135000.00 TYPE G INLET | | | 0170 606-22 123.000 M3 | 50.00000 6150.00| 46.00000 5658.00| 30.00000 3690.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0175 606-250150 382.000 M | 30.00000 11460.00| 43.00000 16426.00| 17.00000 6494.00 UNDERDRAIN PIPE 150MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -22 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 606-29 14211.000 M | 25.00000 355275.00| 27.00000 383697.00| 18.00000 255798.00 FREE DRAINING BASE (FDB) TRENCH | | | 0185 606-30 1439.000 M | 50.00000 71950.00| 90.00000 129510.00| 18.00000 25902.00 OUTLET PIPE | | | 0190 607-011 6830.000 M | 31.90000 217877.00| 28.20000 192606.00| 28.00000 191240.00 TYPE 1 GUARDRAIL, CLASS I | | | 0195 607-011A 8.000 M | 787.50000 6300.00| 1200.00000 9600.00| 1173.00000 9384.00 TYPE I THRIE BEAM, CLASS I | | | 0200 607-101A 1140.000 M | 3.50000 3990.00| 1.15000 1311.00| 1.12000 1276.80 GUARDRAIL REMOVAL | | | 0205 607-12 635.000 M | 22.85000 14509.75| 18.10000 11493.50| 18.00000 11430.00 TYPE 1 GUARDRAIL WITH OUT BLOCKS, 2.4M | | | POST | | | 0210 607-25B 2.000 EA | 472.50000 945.00| 630.00000 1260.00| 625.00000 1250.00 CUT SLOPE TERMINAL, TYPE B | | | 0215 607-30 6.000 EA | 472.50000 2835.00| 410.00000 2460.00| 407.00000 2442.00 SPECIAL TRAILING END TERMINAL | | | 0220 607-65 13.000 EA | 1260.00000 16380.00| 1500.00000 19500.00| 1450.00000 18850.00 FLARED END TERMINAL | | | 0225 608-0211 8892.000 M | 37.05000 329448.60| 36.00000 320112.00| 21.00000 186732.00 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0230 610-012 4.000 M | 250.00000 1000.00| 500.00000 2000.00| 50.00000 200.00 PLAIN CONCRETE CURBING TYPE II | | | 0235 633-01 6256.100 M2 | 96.00000 600585.60| 91.00000 569305.10| 90.00000 563049.00 CONCRETE GUTTER | | | 0240 633-03 10901.000 M3 | 15.00000 163515.00| 23.50000 256173.50| 18.00000 196218.00 DUMPED ROCK GUTTER | | | 0245 636-02SG 929.000 MGR | 25.30000 23503.70| 17.00000 15793.00| 20.00000 18580.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0250 636-24 150.000 M | 250.00000 37500.00| 110.00000 16500.00| 75.00000 11250.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0255 637-01 22156.000 M3 | 7.00000 155092.00| 7.60000 168385.60| 1.00000 22156.00 WATER FOR DUST PALLIATIVE | | | 0260 638-01 2.000 EA | 131.25000 262.50| 150.00000 300.00| 100.00000 200.00 PROJECT MARKERS | | | 0265 638-02 45.000 EA | 100.00000 4500.00| 150.00000 6750.00| 75.00000 3375.00 RIGHT OF WAY MARKERS | | | 0270 638-03 9.000 EA | 200.00000 1800.00| 200.00000 1800.00| 100.00000 900.00 SURVEY MARKERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -23 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 639-01 LUMP| 300000.00000 300000.00| 100000.00000 100000.00| 268000.00000 268000.00 CONSTRUCTION LAYOUT STAKES | | | 0280 640-01 LUMP| 50000.00000 50000.00| 10000.00000 10000.00| 32000.00000 32000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0285 640-03 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| 15000.00000 15000.00 BUILDING EQUIPMENT | | | 0290 642-01 3525.000 M | 0.01000 35.25| 0.80000 2820.00| 1.00000 3525.00 TEMPORARY BERMS | | | 0295 642-02 723.000 M | 30.00000 21690.00| 15.50000 11206.50| 120.00000 86760.00 SLOPE DRAINS | | | 0300 642-031 104.000 EA | 150.00000 15600.00| 67.00000 6968.00| 110.00000 11440.00 DITCH CHECKS | | | 0305 642-033 1128.000 M3 | 10.00000 11280.00| 1.85000 2086.80| 4.35000 4906.80 SEDIMENT TRAP | | | 0310 642-034 7002.000 M3 | 5.00000 35010.00| 2.00000 14004.00| 5.10000 35710.20 SEDIMENT DAM | | | 0315 642-035 7.000 EA | 5000.00000 35000.00| 2400.00000 16800.00| 3000.00000 21000.00 RISER | | | 0320 642-036 8558.000 M3 | 0.01000 85.58| 0.01000 85.58| 6.75000 57766.50 SEDIMENT REMOVAL | | | 0325 642-041 17000.000 KG | 0.05000 850.00| 0.01000 170.00| 0.01000 170.00 TEMPORARY SEED | | | 0330 642-042 822.000 KG | 0.20000 164.40| 0.15000 123.30| 1.00000 822.00 SEED MIXTURE B | | | 0335 642-043 2638.000 KG | 8.25000 21763.50| 8.00000 21104.00| 3.75000 9892.50 SEED MIXTURE D | | | 0340 642-051 171.000 MGR | 159.65000 27300.15| 155.00000 26505.00| 278.00000 47538.00 STRAW OR HAY MULCH | | | 0345 642-052 131.200 MGR | 293.55000 38513.76| 285.00000 37392.00| 888.40000 116558.08 WOOD CELLULOSE FIBER MULCH | | | 0350 642-06 42.200 MGR | 1854.00000 78238.80| 1800.00000 75960.00| 1943.37000 82010.21 FERTILIZER | | | 0353 642-08 65.000 M | 250.00000 16250.00| 22.00000 1430.00| 140.00000 9100.00 TEMPORARY PIPE | | | 0355 642-09 10212.000 M | 0.01000 102.12| 1.40000 14296.80| 2.00000 20424.00 CONTOUR DITCH | | | 0360 642-10 55.600 MGR | 22.66000 1259.90| 22.00000 1223.20| 1.00000 55.60 AGRICULTURAL LIMESTONE | | | 0365 642-11 400.000 EA | 10.00000 4000.00| 0.01000 4.00| 6.00000 2400.00 HAY OR STRAW BALES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -24 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 642-12 3974.000 M | 10.00000 39740.00| 5.00000 19870.00| 6.00000 23844.00 SILT FENCE | | | 0375 652-01 92.720 MGR | 22.70000 2104.74| 22.00000 2039.84| 1.00000 92.72 AGRICULTURAL LIMESTONE | | | 0380 652-021 29.240 MGR | 1545.00000 45175.80| 1500.00000 43860.00| 1725.00000 50439.00 FERTILIZER 10-20-10 | | | 0385 652-022 19.110 MGR | 618.00000 11809.98| 600.00000 11466.00| 550.00000 10510.50 UREA FORMALDEHYDE FERTILIZER | | | 0390 652-031 1667.000 KG | 0.55000 916.85| 0.50000 833.50| 2.50000 4167.50 SEED MIXTURES B, C-1, OR C-2 | | | 0395 652-032 3641.000 KG | 7.25000 26397.25| 7.00000 25487.00| 8.29000 30183.89 SEED MIXTURES D | | | 0400 652-041 174.000 MGR | 231.75000 40324.50| 225.00000 39150.00| 275.00000 47850.00 STRAW OR HAY MULCH | | | 0405 652-042 28.000 MGR | 576.80000 16150.40| 560.00000 15680.00| 888.40000 24875.20 WOOD CELLULOSE FIBER MULCH | | | 0410 655-01 3260.000 M2 | 1.50000 4890.00| 1.45000 4727.00| 1.75000 5705.00 MATTING | | | 0415 655-02A 27228.000 M2 | 4.50000 122526.00| 4.35000 118441.80| 4.30000 117080.40 PERMANENT EROSION MATTING, TYPE A | | | 0420 655-02B 1127.000 M2 | 4.60000 5184.20| 4.45000 5015.15| 4.50000 5071.50 PERMANENT EROSION MATTING, TYPE B | | | 0460 401S-011SG AA1 56807.000 MGR | 38.05000 2161506.35| 38.50000 2187069.50| 38.03000 2160370.21 SUPERPAVE HMA BASE COURSE | | | 0465 401S-011S AA2 51694.000 MGR | | | SUPERPAVE HMA BASE COURSE | | | 0470 401S-012SG AB1 6280.000 MGR | 48.25000 303010.00| 48.50000 304580.00| 48.23000 302884.40 SUPERPAVE HMA BASE COURSE | | | 0475 401S-012S AB2 5714.000 MGR | | | SUPERPAVE HMA BASE COURSE | | | 0480 401S-7SG AC1 3222.000 MGR | 48.25000 155461.50| 48.50000 156267.00| 48.23000 155397.06 SUPERPAVE HMA SCRATCH COURSE,ST/GR | | | 0485 401S-7S AC2 2933.000 MGR | | | SUPERPAVE HMA SCRATCH COURSE,SLAG | | | 0490 402S-01(1)SG AD1 9127.000 MGR | 49.35000 450417.45| 49.50000 451786.50| 49.33000 450234.91 SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0495 402S-01(1)S AD2 8306.000 MGR | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -25 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 604-040450A2 BA1 168.000 M | 151.15000 25393.20| 184.00000 30912.00| 118.00000 19824.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0505 604-260450A2 BA2 168.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 450MM, A2 | | | 0510 604-040450A2 BB1 383.000 M | 151.15000 57890.45| 110.00000 42130.00| 120.00000 45960.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0515 604-260450A2 BB2 383.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 450MM, A2 | | | 0520 604-3704502 BB3 383.000 M | | | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0525 604-040450A2 BC1 176.500 M | 151.15000 26677.98| 125.00000 22062.50| 160.00000 28240.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0530 604-260450A2 BC2 176.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 450MM, A2 | | | 0535 604-3704504 BC3 176.500 M | | | REINFORCED CONCRETE PIPE, 450MM, CLASS | | | IV | | | 0540 604-090450 BD1 3.000 EA | 400.00000 1200.00| 745.00000 2235.00| 247.00000 741.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 450MM | | | 0545 604-280450 BD2 3.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 450MM | | | 0550 604-380450 BD3 3.000 EA | | | REINFORCED CONCRETE END SECTION, 450MM | | | 0555 604-720450 BE1 2.000 EA | 500.00000 1000.00| 1000.00000 2000.00| 441.00000 882.00 SAFETY SLOPE END SECTION, CSP | | | 0560 604-710450 BE2 2.000 EA | | | SAFETY SLOPE END SECTION, RCP | | | 0565 604-040600A2 CA1 50.000 M | 177.65000 8882.50| 143.00000 7150.00| 141.00000 7050.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 600MM, A2 | | | 0570 604-260600A2 CA2 50.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 600MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -26 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0575 604-040600A2 CB1 1115.000 M | 177.65000 198079.75| 160.00000 178400.00| 148.00000 165020.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 600MM, A2 | | | 0580 604-260600A2 CB2 1115.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 600MM, A2 | | | 0585 604-3706002 CB3 1115.000 M | | | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0590 604-040600A2 CC1 66.000 M | 177.65000 11724.90| 143.00000 9438.00| 141.00000 9306.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 600MM, A2 | | | 0595 604-260600C2 CC2 66.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FEILD | | | PAVED, 1800MM, C2 | | | 0600 604-040750A2 DA1 328.500 M | 210.20000 69050.70| 170.00000 55845.00| 175.00000 57487.50 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 750MM, A2 | | | 0605 604-260750B3 DA2 328.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 750MM, B3 | | | 0610 604-3707502 DA3 328.500 M | | | REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0615 604-040750A2 DB1 150.000 M | 210.20000 31530.00| 170.00000 25500.00| 179.00000 26850.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 750MM, A2 | | | 0620 604-260750A3 DB2 150.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 750MM, A3 | | | 0625 604-3707502 DB3 150.000 M | | | REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0630 604-040800A2 EA1 62.000 M | 210.20000 13032.40| 155.00000 9610.00| 173.00000 10726.00 FULL BIT. COATED & PAVED INVERT | | | CORRUGATED STEEL PIPE, 800MM A2 | | | 0635 604-260800A2 EA2 62.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 800MM, A2 | | | 0640 604-040900A2 FA1 28.000 M | 232.70000 6515.60| 195.00000 5460.00| 198.00000 5544.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 900MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -27 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0645 604-260900D2 FA2 28.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 900MM,D2 | | | 0650 604-3709002 FA3 28.000 M | | | REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0655 604-040900A2 FB1 55.000 M | 232.70000 12798.50| 230.00000 12650.00| 198.00000 10890.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 900MM, A2 | | | 0660 604-260900D2 FB2 55.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 900MM,D2 | | | 0665 604-3709004 FB3 55.000 M | | | REINFORCED CONCRETE PIPE 900MM, CLASS IV| | | 0670 604-040900A2 FC1 146.000 M | 232.70000 33974.20| 214.00000 31244.00| 210.00000 30660.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 900MM, A2 | | | 0675 604-260900D2 FC2 146.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 900MM,D2 | | | 0680 604-040900A2 FD1 296.000 M | 232.70000 68879.20| 231.00000 68376.00| 205.00000 60680.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 900MM, A2 | | | 0685 604-260900A3 FD2 296.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FEILD | | | PAVED 750MM, A3 | | | 0690 604-3709002 FD3 296.000 M | | | REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0695 604-041050B2 GA1 152.500 M | 269.35000 41075.88| 250.00000 38125.00| 242.00000 36905.00 FULL BITUMINOUS COATED PAVED CORRUGATED | | | PIPE, 1050MM, B2 | | | 0700 604-261050A3 GA2 152.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED, 1050MM, A3 | | | 0705 604-041050B3 GB1 147.000 M | 338.80000 49803.60| 278.00000 40866.00| 291.00000 42777.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0710 604-261050D7 GB2 147.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED, 1050MM,D7 | | | 0715 604-041200A2 HA1 107.000 M | 315.00000 33705.00| 242.00000 25894.00| 256.00000 27392.00 FULL BITUMINOUSE COATED/PVD CORRUGATED | | | PIPE, 1200MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -28 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 604-261200D2 HA2 107.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 1200MM, D2 | | | 0725 604-041200A2 HB1 85.000 M | 315.00000 26775.00| 242.00000 20570.00| 256.00000 21760.00 FULL BITUMINOUSE COATED/PVD CORRUGATED | | | PIPE, 1200MM, A2 | | | 0730 604-261200A3 HB2 85.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 1200MM, A3 | | | 0735 604-3712005 HB3 85.000 M | | | REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | V | | | 0740 604-041350A5 IA1 133.000 M | 375.60000 49954.80| 300.00000 39900.00| 342.00000 45486.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE, 1350MM, A5 | | | 0745 604-261350E3 IA2 133.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 1350MM, E3 | | | 0750 604-041500D5 JA1 125.500 M | 936.25000 117499.38| 760.00000 95380.00| 807.00000 101278.50 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0755 604-261500D3 JA2 125.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED, 1050MM,D7 | | | 0760 604-041800D2 KA1 155.000 M | 1193.65000 185015.75| 885.00000 137175.00| 966.00000 149730.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE, 1800MM, D2 | | | 0765 604-331800Q KA2 155.000 M | | | ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | | 0770 604-041800A5 KB1 114.000 M | 1113.90000 126984.60| 840.00000 95760.00| 923.00000 105222.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE | | | 0775 604-261500C3 KB2 114.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE FIELD | | | PAVED 1500MM, C3 | | | 0780 604-3718004 KB3 114.000 M | | | REINFORCED CONCRETE PIPE 1800MM, CLASS | | | IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -29 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 29,462,770.65| $ 29,191,752.45| $ 30,613,940.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0785 670-04150250 23.000 M | 72.60000 1669.80| 238.00000 5474.00| 150.00000 3450.00 DUCTILE IRON PIPE TYPE II CLASS 50, | | | 150MM | | | 0790 670-04200250 168.000 M | 83.60000 14044.80| 142.00000 23856.00| 125.00000 21000.00 DUCTILE IRON PIPE TYPE II CL50, 200MM | | | 0795 670-07050250 8.000 M | 33.00000 264.00| 154.00000 1232.00| 200.00000 1600.00 PLASTIC PIPE CLASS 250, 50MM | | | 0805 670-07150150 2083.000 M | 44.00000 91652.00| 56.00000 116648.00| 100.00000 208300.00 PLASTIC PIPE CLASS 150, 150MM | | | 0810 670-07200150 175.000 M | 52.80000 9240.00| 63.00000 11025.00| 150.00000 26250.00 PLASTIC PIPE CLASS 150, 200MM | | | 0815 670-09150 5.000 EA | 660.00000 3300.00| 520.00000 2600.00| 650.00000 3250.00 GATE VALVE AND VALVE BOX, 150MM | | | 0820 670-09200 1.000 EA | 825.00000 825.00| 1075.00000 1075.00| 900.00000 900.00 GATE VALVE AND VALVE BOX, 200MM | | | 0825 670-10030006 172.000 M | 209.00000 35948.00| 681.00000 117132.00| 450.00000 77400.00 STEEL CASING PIPE, 300MM 6.35MM | | | 0830 670-13133 1.000 M | 2750.00000 2750.00| 2310.00000 2310.00| 2000.00000 2000.00 FIRE HYDRANT ASSEMBLY, 133.35MM | | | 0835 670-1519 4.000 EA | 385.00000 1540.00| 594.00000 2376.00| 600.00000 2400.00 METERS, 19MM | | | 0840 670-17 4.000 EA | 165.00000 660.00| 410.00000 1640.00| 60.00000 240.00 METER BOX | | | 0845 670-19 2.000 EA | 1100.00000 2200.00| 1025.00000 2050.00| 500.00000 1000.00 SPECIAL VALVE | | | 0850 670-2125 101.000 M | 30.80000 3110.80| 43.00000 4343.00| 60.00000 6060.00 HOUSE CONNECTION 25MM | | | 0855 670-2150 275.000 M | 33.00000 9075.00| 60.00000 16500.00| 55.00000 15125.00 HOUSE CONNECTION 50MM | | | SECTION TOTALS | $ 176,279.40| $ 308,261.00| $ 368,975.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0860 640-04 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 4500.00000 4500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -30 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 7,500.00| $ 5,000.00| $ 4,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE NO. 4247 (REINFORCED EARTH ALTERNATIVE) ALT RR1 | | | 0865 212-05 137.000 M3 | 106.00000 14522.00| 69.00000 9453.00| 100.00000 13700.00 SELECT MATERIAL FOR BACKFILLING | | | 0870 601-02 39.000 M3 | 489.00000 19071.00| 713.00000 27807.00| 500.00000 19500.00 CLASS B CONCRETE | | | 0875 601-03 339.000 M3 | 565.00000 191535.00| 730.00000 247470.00| 600.00000 203400.00 CLASS K CONCRETE | | | 0880 601-03-A 20.000 M3 | 1245.00000 24900.00| 1710.00000 34200.00| 1250.00000 25000.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0885 602-01 3697.000 KG | 2.02000 7467.94| 1.50000 5545.50| 1.70000 6284.90 REINFORCING STEEL BARS | | | 0890 602-02 27340.000 KG | 1.57000 42923.80| 1.60000 43744.00| 1.75000 47845.00 EPOXY COATED REINFORCING BARS | | | 0895 615-01 1.000 LS | 637700.00000 637700.00| 630000.00000 630000.00| 650000.00000 650000.00 STEEL SUPERSTRUCTURE | | | 0900 616-04H360108 480.000 M | 150.20000 72096.00| 135.00000 64800.00| 150.00000 72000.00 STEEL BEARING PILES HP 360X108, DRIVEN | | | 0905 626-01 860.000 M2 | 480.00000 412800.00| 622.00000 534920.00| 500.00000 430000.00 RETAINING WALL, REINFORCED EARTH | | | 0910 639-01 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 1,430,515.74| $ 1,607,939.50| $ 1,477,729.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NO. 4247 (RETAINED EARTH ALTERNATIVE) ALT RR2 | | | 0915 212-05 137.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 0920 601-02 39.000 M3 | | | CLASS B CONCRETE | | | 0925 601-03 339.000 M3 | | | CLASS K CONCRETE | | | 0930 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 0935 602-01 3967.000 KG | | | REINFORCING STEEL BARS | | | 0940 602-02 27340.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -31 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0945 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 0950 616-04H360108 480.000 M | | | STEEL BEARING PILES HP 360X108, DRIVEN | | | 0955 626-02 860.000 M2 | | | RETAINING WALL, VSL RETAINED EARTH | | | 0960 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE NO. 4247 (CAST IN PLACE REINFORCED CONCRETE ALT.) ALT RR3 | | | 0965 212-05 319.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 0970 601-02 677.000 M3 | | | CLASS B CONCRETE | | | 0975 601-02-A 687.000 M3 | | | CLASS B CONCRETE, ARCHITECTURAL | | | 0980 601-03 339.000 M3 | | | CLASS K CONCRETE | | | 0985 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 0990 602-01 79753.000 KG | | | REINFORCING STEEL BARS | | | 0995 602-02 27340.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1000 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 1005 616-04H360108 4090.000 M | | | STEEL BEARING PILES HP 360X108, DRIVEN | | | 1010 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BRIDGE NO. 4247 (ISOGRID ALTERNATIVE) ALT RR4 | | | 1015 212-05 137.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 1020 601-02 39.000 M3 | | | CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -32 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1025 601-03 339.000 M3 | | | CLASS K CONCRETE | | | 1030 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 1035 602-01 3697.000 KG | | | REINFORCING STEEL BARS | | | 1040 602-02 27340.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1045 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 1050 616-04H360108 480.000 M | | | STEEL BEARING PILES HP 360X108, DRIVEN | | | 1055 626-05 860.000 M2 | | | RETAINING WALL, ISOSGRID | | | 1060 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 BRIDGE NO. 4248 (REINFORCED EARTH ALTERNATIVE) ALT SS1 | | | 1065 212-03 435.000 M3 | 70.00000 30450.00| 92.00000 40020.00| 35.00000 15225.00 ROCK EXCAVATION | | | 1070 212-05 100.000 M3 | 125.00000 12500.00| 69.00000 6900.00| 106.00000 10600.00 SELECT MATERIAL FOR BACKFILLING | | | 1075 601-02 109.000 M3 | 700.00000 76300.00| 730.00000 79570.00| 520.00000 56680.00 CLASS B CONCRETE | | | 1080 601-03 211.000 M3 | 700.00000 147700.00| 815.00000 171965.00| 600.00000 126600.00 CLASS K CONCRETE | | | 1085 601-03-A 20.000 M3 | 1000.00000 20000.00| 1660.00000 33200.00| 1250.00000 25000.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1090 602-01 22630.000 KG | 1.40000 31682.00| 1.50000 33945.00| 1.70000 38471.00 REINFORCING STEEL BARS | | | 1095 602-02 19575.000 KG | 1.60000 31320.00| 1.60000 31320.00| 1.75000 34256.25 EPOXY COATED REINFORCING BARS | | | 1100 615-01 1.000 LS | 640000.00000 640000.00| 580000.00000 580000.00| 775000.00000 775000.00 STEEL SUPERSTRUCTURE | | | 1105 625-031525 46.000 M | 5250.00000 241500.00| 5480.00000 252080.00| 6020.00000 276920.00 ROCK SOCKET 1525MM FOUNDATION | | | 1110 625-041525 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 45000.00000 45000.00 DRILLED CAISSON TEST HOLE 1525MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -33 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1115 625-05 62.000 M | 110.00000 6820.00| 442.00000 27404.00| 200.00000 12400.00 PREINSTALLATION CORE HOLE | | | 1120 626-01 730.000 M2 | 500.00000 365000.00| 580.00000 423400.00| 500.00000 365000.00 RETAINING WALL, REINFORCED EARTH | | | 1125 639-01 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 1,658,272.00| $ 1,729,804.00| $ 1,791,152.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 BRIDGE NO. 4248 (RETAINED EARTH ALTERNATIVE) ALT SS2 | | | 1130 212-03 435.000 M3 | | | ROCK EXCAVATION | | | 1135 212-05 100.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 1140 601-02 109.000 M3 | | | CLASS B CONCRETE | | | 1145 601-03 211.000 M3 | | | CLASS K CONCRETE | | | 1150 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 1155 602-01 22630.000 KG | | | REINFORCING STEEL BARS | | | 1160 602-02 19575.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1165 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 1170 625-031525 46.000 M | | | ROCK SOCKET 1525MM FOUNDATION | | | 1175 625-041525 LUMP| | | DRILLED CAISSON TEST HOLE 1525MM | | | 1180 625-05 62.000 M | | | PREINSTALLATION CORE HOLE | | | 1185 626-02 730.000 M2 | | | RETAINING WALL, VSL RETAINED EARTH | | | 1190 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 BRIDGE NO. 4248 (CAST IN PLACE REINFORCED CONCRETE ALT.) ALT SS3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -34 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1195 212-03 1835.000 M3 | | | ROCK EXCAVATION | | | 1200 212-05 336.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 1205 601-02 660.000 M3 | | | CLASS B CONCRETE | | | 1210 601-02-A 963.000 M3 | | | CLASS B CONCRETE, ARCHITECTURAL | | | 1215 601-03 211.000 M3 | | | CLASS K CONCRETE | | | 1220 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 1225 602-01 91600.000 KG | | | REINFORCING STEEL BARS | | | 1230 602-02 19575.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1235 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 1240 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 BRIDGE NO. 4248 (ISOGRID ALTERNATIVE) ALT SS4 | | | 1245 212-03 435.000 M3 | | | ROCK EXCAVATION | | | 1250 212-05 100.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 1255 601-02 109.000 M3 | | | CLASS B CONCRETE | | | 1260 601-03 211.000 M3 | | | CLASS K CONCRETE | | | 1265 601-03-A 20.000 M3 | | | CLASS K CONCRETE, ARCHITECTURAL | | | 1270 602-01 22630.000 KG | | | REINFORCING STEEL BARS | | | 1275 602-02 19575.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1280 615-01 1.000 LS | | | STEEL SUPERSTRUCTURE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -35 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1285 625-031525 46.000 M | | | ROCK SOCKET 1525MM FOUNDATION | | | 1290 625-041525 LUMP| | | DRILLED CAISSON TEST HOLE 1525MM | | | 1295 625-05 62.000 M | | | PREINSTALLATION CORE HOLE | | | 1300 626-05 730.000 M2 | | | RETAINING WALL, ISOSGRID | | | 1305 639-01 LUMP| | | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 TRAFFIC ITEMS | | | 1310 636-03 800.000 L | 2.00000 1600.00| 1.10000 880.00| 1.00000 800.00 BITUMINOUS MATERIAL FOR DUST PALLIATIVE | | | 1315 636-07 1500.000 M | 2.35000 3525.00| 2.20000 3300.00| 4.00000 6000.00 ERADICATION PAVEMENT MARKINGS | | | 1320 636-08 5500.000 M | 2.65000 14575.00| 2.50000 13750.00| 0.75000 4125.00 TEMP PVMT MARKING-PAINT | | | 1325 636-09 3500.000 M | 3.30000 11550.00| 3.15000 11025.00| 6.00000 21000.00 TEMP PVMT MARKING-TAPE | | | 1330 636-11 33520.000 UN | 1.35000 45252.00| 1.25000 41900.00| 1.00000 33520.00 TRAFFIC CONTROL DEVICE | | | 1335 636-12 6.000 EA | 367.50000 2205.00| 350.00000 2100.00| 350.00000 2100.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 1340 636-13 100.000 EA | 5.25000 525.00| 5.00000 500.00| 5.00000 500.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 1345 636-14 4000.000 HR | 40.00000 160000.00| 46.00000 184000.00| 35.00000 140000.00 FLAGGER | | | 1350 636-17 100.000 M | 100.00000 10000.00| 113.00000 11300.00| 70.00000 7000.00 TEMPORARY CONCRETE BARRIERS | | | 1355 636-18 50.000 M | 50.00000 2500.00| 23.00000 1150.00| 10.00000 500.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 1360 636-23(01) LUMP| 15000.00000 15000.00| 18750.00000 18750.00| 7500.00000 7500.00 TEMPORARY TRAFFIC SIGNAL | | | 1365 636-23(02) 1.000 LS | 50000.00000 50000.00| 18750.00000 18750.00| 7500.00000 7500.00 TEMPORARY TRAFFIC SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -36 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 636-25A 9600.000 DA | 0.55000 5280.00| 0.50000 4800.00| 0.50000 4800.00 WARNING LIGHTS TYPE A | | | 1375 636-25B 8000.000 DA | 1.60000 12800.00| 1.50000 12000.00| 1.50000 12000.00 WARNING LIGHTS TYPE B | | | 1380 657-06S100115 49.000 M | 87.00000 4263.00| 83.00000 4067.00| 158.00000 7742.00 A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 1385 657-06W150018 22.000 M | 114.90000 2527.80| 110.00000 2420.00| 173.00000 3806.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 1390 657-06W200026 51.000 M | 144.00000 7344.00| 137.20000 6997.20| 193.00000 9843.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 1395 657-08 537.000 M | 14.85000 7974.45| 14.20000 7625.40| 29.50000 15841.50 2.98KG CHANNEL POST | | | 1400 657-10 440.000 M | 20.50000 9020.00| 19.60000 8624.00| 17.00000 7480.00 4.5KG CHANNEL POST | | | 1405 657-12 26.000 M | 24.15000 627.90| 23.00000 598.00| 31.00000 806.00 5.96KG BACK/BACK CHANNEL POST | | | 1410 657-14 39.000 M | 26.25000 1023.75| 25.00000 975.00| 32.00000 1248.00 9.0KG BACK TO BACK CHANNEL POST | | | 1415 657-17 11.400 M3 | 1050.00000 11970.00| 1000.00000 11400.00| 755.00000 8607.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1420 661-011 84.000 M2 | 173.25000 14553.00| 165.00000 13860.00| 143.00000 12012.00 2MM FLAT SHEET SIGNS | | | 1425 661-02 97.000 M2 | 223.65000 21694.05| 213.00000 20661.00| 217.00000 21049.00 EXTRUDED PANEL SIGNS | | | 1430 661-041 239.000 EA | 3.50000 836.50| 3.30000 788.70| 9.55000 2282.45 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 1435 661-051 29.000 EA | 3.15000 91.35| 3.00000 87.00| 9.55000 276.95 DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 1440 661-07 6.000 UN | 22.05000 132.30| 21.00000 126.00| 53.00000 318.00 DELINEATOR, AMBER, THREE PER UNIT | | | 1445 661-10 8.000 EA | 52.50000 420.00| 50.00000 400.00| 90.00000 720.00 DELINEATOR BRACKET, TYPE C | | | 1450 663-0112W 12750.000 M | 0.40000 5100.00| 0.35000 4462.50| 0.60000 7650.00 EDGE LINE WHITE TYPE II | | | 1455 663-0112Y 7540.000 M | 0.40000 3016.00| 0.35000 2639.00| 0.60000 4524.00 EDGE LINE YELLOW TYPE II | | | 1460 663-0212W 1655.000 M | 0.45000 744.75| 0.40000 662.00| 0.60000 993.00 LANE LINE OR CENTER LINE WHITE TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/05/00 PAGE : 007 -37 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9627003R1 COUNTIES : HARDY LETTING DATE : 09/26/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 25-1021993 |(6) 61-0874665 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1465 663-0312 5215.000 M | 0.40000 2086.00| 0.35000 1825.25| 0.60000 3129.00 BARRIER LINES TYPE II | | | 1470 663-042 385.000 M | 1.05000 404.25| 1.00000 385.00| 2.00000 770.00 TYPE II CHANNELIZING LINES | | | 1475 663-055 115.000 M | 40.00000 4600.00| 38.00000 4370.00| 26.00000 2990.00 TYPE V STOP LINES | | | 1480 663-075W 275.000 M | 40.00000 11000.00| 38.00000 10450.00| 23.00000 6325.00 TYPE V STRIPES WHITE | | | 1485 663-075Y 330.000 M | 18.40000 6072.00| 17.50000 5775.00| 18.00000 5940.00 TYPE V STRIPES YELLOW | | | 1490 663-105 22.000 EA | 178.50000 3927.00| 170.00000 3740.00| 160.00000 3520.00 TYPE V LANE ARROWS | | | 1495 663-115 8.000 EA | 68.25000 546.00| 65.00000 520.00| 60.00000 480.00 TYPE V LANE LETTERS | | | 1500 636-02SG LA1 15.000 MGR | 100.00000 1500.00| 18.00000 270.00| 50.00000 750.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1505 636-02S LA2 20.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 456,286.10| $ 437,933.05| $ 376,447.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 ON THE JOB TRAINING | | | 1510 699 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| $ 2,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,194,023.89| $ 33,283,090.00| $ 34,635,145.23 ====================================================================================================================================