1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CORRIDOR H, BAKER I/C - W BRIDGE #4273 PROJECT(S) : X316-000H/00-117.40 02 ACPD 0484 116 CTC LOCATION: 0.08 MI W WV 55 & 259 - 0.23 MI W BR 4273 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0535003 KANAWHA STONE COMPANY, INC. $ 25,019,472.57 100.0000% 2 61-0874665 ELMO GREER & SONS, LLC $ 25,468,341.51 101.7940% 3 04-3527864 ATCON NORTHEAST, INC. $ 26,758,911.30 106.9523% 4 55-0328627 J. F. ALLEN COMPANY $ 26,974,790.86 107.8151% 5 55-0345840 VECELLIO & GROGAN, INC. $ 27,990,000.00 111.8728% 6 23-1374051 NEW ENTERPRISE STONE & LIME CO., INC. $ 28,653,064.75 114.5230% 7 25-1021993 TRUMBULL CORPORATION $ 28,972,484.20 115.7997% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 795550.00000 795550.00| 1299000.00000 1299000.00| 930000.00000 930000.00 CLEARING AND GRUBBING | | | 0010 202002-000 LUMP| 500.00000 500.00| 1100.00000 1100.00| 1500.00000 1500.00 WATER WELL ABANDONMENT NUMBER, 6/2A | | | 0015 202002-000 LUMP| 500.00000 500.00| 1100.00000 1100.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 6/2B | | | 0020 202003-000 LUMP| 500.00000 500.00| 650.00000 650.00| 1200.00000 1200.00 SEPTIC TANK ABANDONMENT NUMBER, 6/2 | | | 0025 204001-000 LUMP| 450000.00000 450000.00| 263000.00000 263000.00| 734000.00000 734000.00 MOBILIZATION | | | 0030 207001-001 2986777.000 M3 | 3.00000 8960331.00| 2.97000 8870727.69| 3.54000 10573190.58 UNCLASSIFIED EXCAVATION | | | 0035 207002-000 7579.000 M3 | 25.00000 189475.00| 25.00000 189475.00| 10.00000 75790.00 SUBGRADE | | | 0040 207034-000 63061.000 M2 | 1.20000 75673.20| 1.15000 72520.15| 1.15000 72520.15 FABRIC FOR SEPARATION | | | 0045 307001-000 2166.000 M3 | 34.60000 74943.60| 32.00000 69312.00| 27.00000 58482.00 AGGREGATE BASE COURSE, CLASS I | | | 0050 311006-001 5536.000 M3 | 58.00000 321088.00| 63.75000 352920.00| 57.00000 315552.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0055 501010-001 8.000 EA | 3100.00000 24800.00| 2800.00000 22400.00| 2900.00000 23200.00 BRIDGE APPROACH EXPANSION JOINT | | | 0060 502001-012 974.000 M2 | 155.00000 150970.00| 165.00000 160710.00| 160.00000 155840.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 601002-001 46.000 M3 | 1500.00000 69000.00| 1400.00000 64400.00| 1400.00000 64400.00 CLASS B CONCRETE | | | 0070 604002-016 38.000 M | 205.00000 7790.00| 135.00000 5130.00| 152.00000 5776.00 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0080 604002-028 189.000 M | 430.00000 81270.00| 302.00000 57078.00| 384.00000 72576.00 1200 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, D2 | | | 0085 604004-030 194.000 M | 420.00000 81480.00| 529.00000 102626.00| 455.00000 88270.00 1350 MM FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, C3 | | | 0090 604004-034 290.000 M | 830.00000 240700.00| 1163.00000 337270.00| 800.00000 232000.00 1650 MM FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, E3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 604037-022 115.000 M | 250.00000 28750.00| 274.00000 31510.00| 275.00000 31625.00 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0105 605004-001 5.000 EA | 1410.00000 7050.00| 3650.00000 18250.00| 1420.00000 7100.00 TYPE B INLET | | | 0110 605009-001 13.000 EA | 1620.00000 21060.00| 2500.00000 32500.00| 1825.00000 23725.00 TYPE G INLET | | | 0115 606022-001 18.000 M3 | 35.00000 630.00| 36.00000 648.00| 24.00000 432.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0120 606025-004 48.000 M | 43.00000 2064.00| 22.00000 1056.00| 45.00000 2160.00 150 MM UNDERDRAIN PIPE | | | 0125 606029-001 4744.000 M | 21.50000 101996.00| 20.40000 96777.60| 20.00000 94880.00 FREE DRAINING BASE TRENCH | | | 0130 606030-001 371.000 M | 66.00000 24486.00| 21.00000 7791.00| 49.00000 18179.00 OUTLET PIPE | | | 0135 607001-001 2602.000 M | 0.01000 26.02| 31.66000 82379.32| 31.00000 80662.00 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607006-001 16.000 EA | 880.00000 14080.00| 860.00000 13760.00| 860.00000 13760.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607010-020 224.000 M | 3.60000 806.40| 3.55000 795.20| 3.55000 795.20 GUARDRAIL REMOVAL | | | 0150 607025-001 3.000 EA | 260.00000 780.00| 250.00000 750.00| 250.00000 750.00 CUT SLOPE TERMINAL, TYPE B | | | 0155 607030-001 10.000 EA | 360.00000 3600.00| 345.00000 3450.00| 345.00000 3450.00 SPECIAL TRAILING END TERMINAL | | | 0160 607065-001 10.000 EA | 1500.00000 15000.00| 1460.00000 14600.00| 1460.00000 14600.00 FLARED END TERMINAL | | | 0165 608002-001 4818.000 M | 39.50000 190311.00| 34.50000 166221.00| 29.00000 139722.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0170 610001-001 25.000 M | 150.00000 3750.00| 55.00000 1375.00| 125.00000 3125.00 PLAIN CONCRETE CURBING, TYPE I | | | 0175 633003-001 1018.000 M3 | 98.00000 99764.00| 50.00000 50900.00| 48.00000 48864.00 DUMPED ROCK GUTTER | | | 0179 636005-001 1.000 LS | 350000.00000 350000.00| 400000.00000 400000.00| 325000.00000 325000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0180 636011-001 2840.000 UN | 1.20000 3408.00| 1.25000 3550.00| 0.90000 2556.00 TRAFFIC CONTROL DEVICE | | | 0185 636012-010 2.000 EA | 260.00000 520.00| 350.00000 700.00| 300.00000 600.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636013-001 100.000 EA | 2.50000 250.00| 5.00000 500.00| 3.00000 300.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0195 636014-001 1000.000 HR | 49.00000 49000.00| 36.50000 36500.00| 38.00000 38000.00 FLAGGER | | | 0200 636017-001 225.000 M | 51.50000 11587.50| 35.00000 7875.00| 55.00000 12375.00 TEMPORARY CONCRETE BARRIER | | | 0205 636025-001 3840.000 DA | 1.30000 4992.00| 1.50000 5760.00| 1.35000 5184.00 WARNING LIGHTS, TYPE B | | | 0210 636025-001 14400.000 DA | 0.60000 8640.00| 0.50000 7200.00| 0.45000 6480.00 WARNING LIGHTS, TYPE C | | | 0215 637001-001 28000.000 KL | 0.01000 280.00| 0.01000 280.00| 3.75000 105000.00 WATER FOR DUST PALLIATIVE | | | 0220 638002-001 52.000 EA | 120.00000 6240.00| 55.00000 2860.00| 100.00000 5200.00 RIGHT OF WAY MARKER | | | 0225 638003-001 8.000 EA | 200.00000 1600.00| 125.00000 1000.00| 200.00000 1600.00 SURVEY MARKER | | | 0230 639001-001 LUMP| 215000.00000 215000.00| 180000.00000 180000.00| 200000.00000 200000.00 CONSTRUCTION LAYOUT STAKE | | | 0235 640001-001 25.000 MO | 1650.00000 41250.00| 1750.00000 43750.00| 2000.00000 50000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0240 640003-001 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 7500.00000 7500.00 BUILDING EQUIPMENT | | | 0245 642001-001 1823.000 M | 1.50000 2734.50| 1.00000 1823.00| 2.00000 3646.00 TEMPORARY BERM | | | 0250 642002-001 1503.000 M | 25.00000 37575.00| 30.00000 45090.00| 32.00000 48096.00 SLOPE DRAIN | | | 0255 642004-001 2295.000 KG | 0.60000 1377.00| 2.90000 6655.50| 2.50000 5737.50 SEED MIXTURE, TEMPORARY | | | 0260 642004-002 2762.000 KG | 2.70000 7457.40| 0.45000 1242.90| 0.45000 1242.90 SEED MIXTURE, B | | | 0265 642004-003 918.000 KG | 11.40000 10465.20| 18.00000 16524.00| 18.00000 16524.00 SEED MIXTURE, D | | | 0267 642050-001 19.000 EA | 240.00000 4560.00| 300.00000 5700.00| 500.00000 9500.00 DEWATERING DEVICE | | | 0270 642005-001 219.000 MGR | 385.00000 84315.00| 295.00000 64605.00| 295.00000 64605.00 MULCH, STRAW OR HAY | | | 0275 642005-002 57.000 MGR | 825.00000 47025.00| 475.00000 27075.00| 475.00000 27075.00 MULCH, WOOD CELLULOSE FIBER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 642006-001 17.000 MGR | 1185.00000 20145.00| 2650.00000 45050.00| 2350.00000 39950.00 FERTILIZER | | | 0285 642009-001 5630.000 M | 1.50000 8445.00| 1.25000 7037.50| 1.60000 9008.00 CONTOUR DITCH | | | 0290 642010-001 288.000 MGR | 10.30000 2966.40| 10.00000 2880.00| 10.00000 2880.00 AGRICULTURAL LIMESTONE | | | 0295 642011-001 1705.000 EA | 8.20000 13981.00| 5.00000 8525.00| 6.00000 10230.00 HAY OR STRAW BALE | | | 0300 642012-001 5075.000 M | 9.00000 45675.00| 6.85000 34763.75| 7.70000 39077.50 SILT FENCE | | | 0305 642031-001 1649.000 EA | 24.00000 39576.00| 50.00000 82450.00| 68.00000 112132.00 DITCH CHECK | | | 0310 642032-001 69.000 EA | 235.00000 16215.00| 150.00000 10350.00| 280.00000 19320.00 CHECK DAM | | | 0315 642033-001 312.000 M3 | 6.00000 1872.00| 7.00000 2184.00| 21.00000 6552.00 SEDIMENT TRAP | | | 0316 642034-001 1637.000 M3 | 5.00000 8185.00| 4.75000 7775.75| 2.00000 3274.00 SEDIMENT DAM | | | 0317 642035-001 2.000 EA | 2500.00000 5000.00| 3000.00000 6000.00| 341.00000 682.00 RISER | | | 0320 642036-001 16590.000 M3 | 0.01000 165.90| 4.95000 82120.50| 5.50000 91245.00 SEDIMENT REMOVAL | | | 0321 642037-001 9286.000 M3 | 6.30000 58501.80| 5.75000 53394.50| 3.70000 34358.20 SEDIMENT POND | | | 0325 652001-001 289.000 MGR | 10.30000 2976.70| 10.00000 2890.00| 10.00000 2890.00 AGRICULTURAL LIMESTONE | | | 0330 652002-001 23.000 MGR | 1600.00000 36800.00| 2500.00000 57500.00| 2350.00000 54050.00 FERTILIZER, 10-20-10 | | | 0335 652002-002 17.000 MGR | 567.00000 9639.00| 300.00000 5100.00| 300.00000 5100.00 FERTILIZER, UREA FORMALDEHYDE | | | 0340 652003-001 2762.000 KG | 2.40000 6628.80| 0.45000 1242.90| 0.45000 1242.90 SEED MIXTURES, B, C-1, OR C-2 | | | 0345 652003-002 918.000 KG | 11.40000 10465.20| 25.00000 22950.00| 25.00000 22950.00 SEED MIXTURE, D | | | 0350 652004-001 220.000 MGR | 280.00000 61600.00| 100.00000 22000.00| 100.00000 22000.00 STRAW OR HAY MULCH | | | 0355 652004-002 57.000 MGR | 980.00000 55860.00| 290.00000 16530.00| 290.00000 16530.00 WOOD CELLULOSE FIBER MULCH | | | 0360 655002-001 20542.000 M2 | 4.00000 82168.00| 3.96000 81346.32| 3.96000 81346.32 PERMANENT EROSION MATTING, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0365 655002-001 3933.000 M2 | 4.00000 15732.00| 3.96000 15574.68| 4.00000 15732.00 PERMANENT EROSION MATTING, TYPE B | | | 0370 664001-008 2.000 EA | 7500.00000 15000.00| 5500.00000 11000.00| 3500.00000 7000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0375 665004-001 7.000 EA | 250.00000 1750.00| 750.00000 5250.00| 1000.00000 7000.00 WATER WELL SURVEY | | | 0380 401001-011 AA1 32497.000 MGR | 37.15000 1207263.55| 33.50000 1088649.50| 36.00000 1169892.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0385 401001-012 AA2 30963.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0390 401007-011 AB1 1566.000 MGR | 46.50000 72819.00| 41.00000 64206.00| 43.00000 67338.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL I | | | 0395 401007-012 AB2 1426.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG I | | | 0400 402001-011 AC1 3901.000 MGR | 46.50000 181396.50| 50.00000 195050.00| 44.50000 173594.50 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0405 402001-012 AC2 3731.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0410 604002-016 AD1 425.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0415 604076-016 AD2 425.000 M | 120.00000 51000.00| 109.00000 46325.00| 144.00000 61200.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0420 604037-016 AD3 425.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0425 604002-016 AE1 14.000 M | | 107.00000 1498.00| 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0430 604072-116 AE1 1.000 EA | | 500.00000 500.00| 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0435 604076-016 AE2 14.000 M | 210.00000 2940.00| | 200.00000 2800.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0440 604072-116 AE2 1.000 EA | 430.00000 430.00| | 415.00000 415.00 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0445 604037-016 AE3 14.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0450 604071-016 AE3 1.000 EA | | | 450 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0455 604002-016 AF1 167.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0460 604076-016 AF2 167.000 M | 150.00000 25050.00| 113.00000 18871.00| 158.00000 26386.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0465 604037-016 AF3 167.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0470 604002-016 AG1 10.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0475 604072-116 AG1 1.000 EA | | | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0480 604076-016 AG2 10.000 M | 196.00000 1960.00| 113.00000 1130.00| 205.00000 2050.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0485 604072-116 AG2 1.000 EA | 430.00000 430.00| 500.00000 500.00| 415.00000 415.00 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0490 604037-016 AG3 10.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0495 604071-016 AG3 1.000 EA | | | 450 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0500 604002-020 AH1 29.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0505 604076-020 AH2 29.000 M | 270.00000 7830.00| 141.00000 4089.00| 164.00000 4756.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0510 604037-020 AH3 29.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0515 604002-022 AJ1 94.000 M | | | 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0520 604076-022 AJ2 94.000 M | 157.00000 14758.00| 159.00000 14946.00| 265.00000 24910.00 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0525 604037-022 AJ3 94.000 M | | | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | SECTION TOTALS | $ 15,017,225.67| $ 15,276,551.76| $ 16,963,653.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0530 640004-001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 5,000.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS | | | 0535 657006-001 71.000 M | 130.00000 9230.00| 125.00000 8875.00| 125.00000 8875.00 S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0540 657006-005 32.000 M | 155.00000 4960.00| 150.00000 4800.00| 150.00000 4800.00 W150X18, A-441 SUPPORT, GALVANIZED | | | 0545 657006-010 42.000 M | 180.00000 7560.00| 175.00000 7350.00| 175.00000 7350.00 W200X26.6, A-441 SUPPORT, GALVANIZED | | | 0550 657008-001 192.000 M | 26.00000 4992.00| 25.00000 4800.00| 25.00000 4800.00 2.98 KG CHANNEL POST | | | 0555 657010-001 136.000 M | 29.00000 3944.00| 28.00000 3808.00| 28.00000 3808.00 4.5 KG CHANNEL POST | | | 0560 657014-001 10.000 M | 31.00000 310.00| 30.00000 300.00| 30.00000 300.00 9.0 KG BACK TO BACK CHANNEL POST | | | 0565 657017-001 12.000 M3 | 900.00000 10800.00| 870.00000 10440.00| 870.00000 10440.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 661001-001 39.000 M2 | 165.00000 6435.00| 160.00000 6240.00| 160.00000 6240.00 2 MM FLAT SHEET SIGN | | | 0575 661002-001 60.000 M2 | 330.00000 19800.00| 320.00000 19200.00| 310.00000 18600.00 EXTRUDED PANEL SIGN | | | 0580 661004-001 140.000 EA | 5.15000 721.00| 5.00000 700.00| 5.00000 700.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0585 661008-001 22.000 EA | 72.00000 1584.00| 70.00000 1540.00| 70.00000 1540.00 DELINEATOR BRACKET, TYPE A | | | 0590 661013-001 5.000 EA | 51.00000 255.00| 50.00000 250.00| 50.00000 250.00 PLASTIC DELINEATOR POST, YELLOW | | | 0595 663001-004 6250.000 M | 0.50000 3125.00| 0.48000 3000.00| 0.48000 3000.00 EDGE LINE, TYPE II WHITE | | | 0600 663001-004 5100.000 M | 0.50000 2550.00| 0.48000 2448.00| 0.48000 2448.00 EDGE LINE, TYPE II YELLOW | | | 0605 663002-005 1165.000 M | 0.55000 640.75| 0.55000 640.75| 0.48000 559.20 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0610 663005-010 20.000 M | 40.00000 800.00| 39.00000 780.00| 37.00000 740.00 STOP LINE, TYPE V | | | 0615 663007-010 150.000 M | 40.00000 6000.00| 39.00000 5850.00| 37.00000 5550.00 STRIPE, TYPE V WHITE | | | SECTION TOTALS | $ 83,706.75| $ 81,021.75| $ 80,000.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON THE JOB TRAINING | | | 0620 699000-001 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE #4271 | | | 0625 212005-000 52.000 M3 | 72.22000 3755.44| 40.00000 2080.00| 70.00000 3640.00 SELECT MATERIAL FOR BACKFILLING | | | 0630 218004-001 390.000 M2 | 46.43000 18107.70| 14.50000 5655.00| 45.00000 17550.00 200 MM CRUSHED ROCK SLOPE PROTECTION | | | 0635 218007-000 410.000 M2 | 2.06000 844.60| 3.00000 1230.00| 2.00000 820.00 FABRIC FOR EROSION CONTROL | | | 0640 601002-001 180.000 M3 | 515.87000 92856.60| 450.00000 81000.00| 500.00000 90000.00 CLASS B CONCRETE | | | 0645 601003-001 299.000 M3 | 670.63000 200518.37| 700.00000 209300.00| 650.00000 194350.00 CLASS K CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 601003-003 49.000 M3 | 1392.85000 68249.65| 1500.00000 73500.00| 1350.00000 66150.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0655 602001-001 3288.000 KG | 1.55000 5096.40| 1.60000 5260.80| 1.50000 4932.00 REINFORCING STEEL BAR | | | 0660 602002-001 38292.000 KG | 1.65000 63181.80| 1.70000 65096.40| 1.60000 61267.20 EPOXY COATED REINFORCING STEEL BAR | | | 0665 615001-001 1.000 LS | 6706.30000 6706.30| 10000.00000 10000.00| 6500.00000 6500.00 STEEL SUPERSTRUCTURE | | | 0670 616005-008 336.000 M | 180.55000 60664.80| 250.00000 84000.00| 175.00000 58800.00 HP310X110 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0675 617003-001 124.000 M | 123.81000 15352.44| 130.00000 16120.00| 120.00000 14880.00 ALUMINUM RAILING | | | 0680 627017-001 10.000 M | 41.27000 412.70| 45.00000 450.00| 40.00000 400.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0685 639001-001 LUMP| 20634.78000 20634.78| 3800.00000 3800.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0690 662002-001 LUMP| 2579.35000 2579.35| 2250.00000 2250.00| 2500.00000 2500.00 GALVANIZED STEEL CONDUIT | | | 0695 662003-001 1.000 LS | 1496.02000 1496.02| 6200.00000 6200.00| 1450.00000 1450.00 POLYVINYLCHLORIDE CONDUIT | | | 0700 662006-001 4.000 EA | 980.15000 3920.60| 1000.00000 4000.00| 950.00000 3800.00 JUNCTION BOX, TYPE A (MODIFIED) | | | 0705 662014-001 LUMP| 8769.78000 8769.78| 2000.00000 2000.00| 8500.00000 8500.00 INCIDENTAL ELECTRICAL WORK | | | 0710 679002-001 46.000 M3 | 825.39000 37967.94| 850.00000 39100.00| 800.00000 36800.00 SPECIALIZED CONCRETE OVERLAY | | | 0715 679006-001 LUMP| 2063.48000 2063.48| 2000.00000 2000.00| 2000.00000 2000.00 TEST SLAB | | | 0720 603018-035 AK1 353.000 M | | | 1829 MM PRESTRESSED CONCRETE I BEAM | | | 0725 603018-040 AK2 353.000 M | 696.42000 245836.26| 700.00000 247100.00| 675.00000 238275.00 1981 MM PRESTRESSED CONCRETE I BEAM | | | 0730 626001-001 AL1 733.000 M2 | | | RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE | | | 0735 626002-001 AL2 713.000 M2 | | | MSE RETAINING WALL, RETAINED EARTH | | | 0740 626002-002 AL3 713.000 M2 | 634.52000 452412.76| 571.00000 407123.00| 615.00000 438495.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0745 626002-003 AL4 713.000 M2 | | | MSE RETAINING WALL, ISOGRID | | | 0750 626002-004 AL5 713.000 M2 | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 1,311,427.77| $ 1,267,265.20| $ 1,271,109.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #4272 | | | 0755 212001-000 3740.000 M3 | 58.81000 219949.40| 60.00000 224400.00| 55.00000 205700.00 STRUCTURE EXCAVATION | | | 0760 212002-000 1219.000 M3 | 67.06000 81746.14| 90.00000 109710.00| 65.00000 79235.00 WET EXCAVATION | | | 0765 212004-000 4.000 EA | 67063.03000 268252.12| 50000.00000 200000.00| 68000.00000 272000.00 COFFERDAM | | | 0770 212005-000 3805.000 M3 | 0.01000 38.05| 40.00000 152200.00| 0.01000 38.05 SELECT MATERIAL FOR BACKFILLING | | | 0775 601002-001 200.000 M3 | 361.11000 72222.00| 450.00000 90000.00| 350.00000 70000.00 CLASS B CONCRETE | | | 0780 601002-003 267.000 M3 | 773.80000 206604.60| 800.00000 213600.00| 750.00000 200250.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0785 601003-001 1429.000 M3 | 670.63000 958330.27| 560.00000 800240.00| 650.00000 928850.00 CLASS K CONCRETE | | | 0790 601003-003 193.000 M3 | 1392.85000 268820.05| 1500.00000 289500.00| 1350.00000 260550.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0795 601005-001 86.000 M3 | 257.93000 22181.98| 800.00000 68800.00| 250.00000 21500.00 CLASS C CONCRETE | | | 0800 601025-001 688.000 M3 | 273.41000 188106.08| 325.00000 223600.00| 265.00000 182320.00 MODIFIED CONCRETE, CLASS B, 28 MPA | | | 0805 601026-001 1167.000 M3 | 1114.28000 1300364.76| 1000.00000 1167000.00| 1080.00000 1260360.00 MODIFIED ARCHITECTURAL CONCRETE, CLASS | | | B,- 28 MPA | | | 0810 602001-001 224281.000 KG | 1.55000 347635.55| 1.60000 358849.60| 1.50000 336421.50 REINFORCING STEEL BAR | | | 0815 602002-001 160296.000 KG | 1.65000 264488.40| 1.70000 272503.20| 1.60000 256473.60 EPOXY COATED REINFORCING STEEL BAR | | | 0820 615001-001 1.000 LS | 3820129.68000 3820129.68| 4065000.00000 4065000.00| 3800000.00000 3800000.00 STEEL SUPERSTRUCTURE | | | 0825 615029-001 23.000 EA | 1805.54000 41527.42| 1400.00000 32200.00| 1750.00000 40250.00 NON-GUIDED BEARING | | | 0830 615030-001 22.000 EA | 2476.17000 54475.74| 6000.00000 132000.00| 2400.00000 52800.00 FIXED BEARING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 04-3527864 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC |ATCON NORTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0835 617003-001 441.000 M | 123.81000 54600.21| 130.00000 57330.00| 120.00000 52920.00 ALUMINUM RAILING | | | 0840 627017-001 8.000 M | 41.27000 330.16| 40.00000 320.00| 40.00000 320.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0842 628004-001 68.000 M | 103.17000 7015.56| 175.00000 11900.00| 100.00000 6800.00 EXPLORATORY DRILLING AND SAMPLING | | | 0845 631001-001 LUMP| 24761.73000 24761.73| 50000.00000 50000.00| 24000.00000 24000.00 ELECTRICAL WORK | | | 0850 639001-001 LUMP| 128967.37000 128967.37| 28500.00000 28500.00| 125000.00000 125000.00 CONSTRUCTION LAYOUT STAKE | | | 0855 662002-001 LUMP| 876.98000 876.98| 2200.00000 2200.00| 950.00000 950.00 GALVANIZED STEEL CONDUIT | | | 0860 662003-001 1.000 LS | 3611.09000 3611.09| 20000.00000 20000.00| 3500.00000 3500.00 POLYVINYLCHLORIDE CONDUIT | | | 0865 662006-001 6.000 EA | 980.15000 5880.90| 1000.00000 6000.00| 950.00000 5700.00 JUNCTION BOX, TYPE A (MODIFIED) | | | 0870 662014-001 LUMP| 16817.34000 16817.34| 2000.00000 2000.00| 16300.00000 16300.00 INCIDENTAL ELECTRICAL WORK | | | 0875 679002-001 303.000 M3 | 794.44000 240715.32| 850.00000 257550.00| 770.00000 233310.00 SPECIALIZED CONCRETE OVERLAY | | | 0880 679006-001 LUMP| 2063.48000 2063.48| 1500.00000 1500.00| 2000.00000 2000.00 TEST SLAB | | | SECTION TOTALS | $ 8,600,512.38| $ 8,836,902.80| $ 8,437,548.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 25,019,472.57| $ 25,468,341.51| $ 26,758,911.30 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 1995963.15000 1995963.15| 643000.00000 643000.00| 2715000.00000 2715000.00 CLEARING AND GRUBBING | | | 0010 202002-000 LUMP| 1.00000 1.00| 2200.00000 2200.00| 1100.00000 1100.00 WATER WELL ABANDONMENT NUMBER, 6/2A | | | 0015 202002-000 LUMP| 1.00000 1.00| 2200.00000 2200.00| 1100.00000 1100.00 WATER WELL ABANDONMENT NUMBER, 6/2B | | | 0020 202003-000 LUMP| 1.00000 1.00| 1600.00000 1600.00| 1100.00000 1100.00 SEPTIC TANK ABANDONMENT NUMBER, 6/2 | | | 0025 204001-000 LUMP| 845543.75000 845543.75| 700000.00000 700000.00| 803000.00000 803000.00 MOBILIZATION | | | 0030 207001-001 2986777.000 M3 | 3.36000 10035570.72| 3.50000 10453719.50| 3.20000 9557686.40 UNCLASSIFIED EXCAVATION | | | 0035 207002-000 7579.000 M3 | 30.20000 228885.80| 26.00000 197054.00| 28.65000 217138.35 SUBGRADE | | | 0040 207034-000 63061.000 M2 | 1.20000 75673.20| 1.20000 75673.20| 1.25000 78826.25 FABRIC FOR SEPARATION | | | 0045 307001-000 2166.000 M3 | 34.25000 74185.50| 27.50000 59565.00| 37.00000 80142.00 AGGREGATE BASE COURSE, CLASS I | | | 0050 311006-001 5536.000 M3 | 59.10000 327177.60| 60.00000 332160.00| 74.00000 409664.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0055 501010-001 8.000 EA | 1.00000 8.00| 3300.00000 26400.00| 3300.00000 26400.00 BRIDGE APPROACH EXPANSION JOINT | | | 0060 502001-012 974.000 M2 | 160.00000 155840.00| 165.00000 160710.00| 218.00000 212332.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 601002-001 46.000 M3 | 1320.00000 60720.00| 1300.00000 59800.00| 1550.00000 71300.00 CLASS B CONCRETE | | | 0070 604002-016 38.000 M | 222.55000 8456.90| 160.00000 6080.00| 155.00000 5890.00 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0080 604002-028 189.000 M | 314.25000 59393.25| 835.00000 157815.00| 438.00000 82782.00 1200 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, D2 | | | 0085 604004-030 194.000 M | 368.90000 71566.60| 450.00000 87300.00| 330.00000 64020.00 1350 MM FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, C3 | | | 0090 604004-034 290.000 M | 751.80000 218022.00| 1050.00000 304500.00| 826.00000 239540.00 1650 MM FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, E3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 604037-022 115.000 M | 234.55000 26973.25| 255.00000 29325.00| 250.00000 28750.00 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0105 605004-001 5.000 EA | 1795.00000 8975.00| 2200.00000 11000.00| 2575.00000 12875.00 TYPE B INLET | | | 0110 605009-001 13.000 EA | 2000.00000 26000.00| 2400.00000 31200.00| 2525.00000 32825.00 TYPE G INLET | | | 0115 606022-001 18.000 M3 | 100.00000 1800.00| 62.00000 1116.00| 40.00000 720.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0120 606025-004 48.000 M | 65.35000 3136.80| 52.00000 2496.00| 24.00000 1152.00 150 MM UNDERDRAIN PIPE | | | 0125 606029-001 4744.000 M | 18.30000 86815.20| 35.00000 166040.00| 22.50000 106740.00 FREE DRAINING BASE TRENCH | | | 0130 606030-001 371.000 M | 54.45000 20200.95| 35.00000 12985.00| 57.00000 21147.00 OUTLET PIPE | | | 0135 607001-001 2602.000 M | 33.25000 86516.50| 34.00000 88468.00| 35.00000 91070.00 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607006-001 16.000 EA | 905.00000 14480.00| 925.00000 14800.00| 950.00000 15200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607010-020 224.000 M | 3.75000 840.00| 4.00000 896.00| 4.00000 896.00 GUARDRAIL REMOVAL | | | 0150 607025-001 3.000 EA | 262.50000 787.50| 270.00000 810.00| 275.00000 825.00 CUT SLOPE TERMINAL, TYPE B | | | 0155 607030-001 10.000 EA | 362.25000 3622.50| 372.00000 3720.00| 380.00000 3800.00 SPECIAL TRAILING END TERMINAL | | | 0160 607065-001 10.000 EA | 1535.00000 15350.00| 1550.00000 15500.00| 1600.00000 16000.00 FLARED END TERMINAL | | | 0165 608002-001 4818.000 M | 35.55000 171279.90| 38.00000 183084.00| 38.00000 183084.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0170 610001-001 25.000 M | 150.00000 3750.00| 175.00000 4375.00| 92.00000 2300.00 PLAIN CONCRETE CURBING, TYPE I | | | 0175 633003-001 1018.000 M3 | 73.40000 74721.20| 110.00000 111980.00| 84.00000 85512.00 DUMPED ROCK GUTTER | | | 0179 636005-001 1.000 LS | 325000.00000 325000.00| 725000.00000 725000.00| 438000.00000 438000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0180 636011-001 2840.000 UN | 1.00000 2840.00| 1.35000 3834.00| 1.50000 4260.00 TRAFFIC CONTROL DEVICE | | | 0185 636012-010 2.000 EA | 315.00000 630.00| 400.00000 800.00| 385.00000 770.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636013-001 100.000 EA | 3.15000 315.00| 5.25000 525.00| 4.00000 400.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0195 636014-001 1000.000 HR | 40.00000 40000.00| 43.00000 43000.00| 42.00000 42000.00 FLAGGER | | | 0200 636017-001 225.000 M | 50.00000 11250.00| 140.00000 31500.00| 75.00000 16875.00 TEMPORARY CONCRETE BARRIER | | | 0205 636025-001 3840.000 DA | 1.45000 5568.00| 1.60000 6144.00| 1.65000 6336.00 WARNING LIGHTS, TYPE B | | | 0210 636025-001 14400.000 DA | 0.50000 7200.00| 0.50000 7200.00| 0.55000 7920.00 WARNING LIGHTS, TYPE C | | | 0215 637001-001 28000.000 KL | 0.01000 280.00| 2.50000 70000.00| 0.50000 14000.00 WATER FOR DUST PALLIATIVE | | | 0220 638002-001 52.000 EA | 100.00000 5200.00| 28.00000 1456.00| 215.00000 11180.00 RIGHT OF WAY MARKER | | | 0225 638003-001 8.000 EA | 200.00000 1600.00| 100.00000 800.00| 230.00000 1840.00 SURVEY MARKER | | | 0230 639001-001 LUMP| 172500.00000 172500.00| 345000.00000 345000.00| 77000.00000 77000.00 CONSTRUCTION LAYOUT STAKE | | | 0235 640001-001 25.000 MO | 2500.00000 62500.00| 2100.00000 52500.00| 1500.00000 37500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0240 640003-001 LUMP| 10000.00000 10000.00| 11500.00000 11500.00| 13750.00000 13750.00 BUILDING EQUIPMENT | | | 0245 642001-001 1823.000 M | 0.01000 18.23| 1.25000 2278.75| 2.00000 3646.00 TEMPORARY BERM | | | 0250 642002-001 1503.000 M | 0.01000 15.03| 37.00000 55611.00| 35.00000 52605.00 SLOPE DRAIN | | | 0255 642004-001 2295.000 KG | 3.05000 6999.75| 3.25000 7458.75| 0.70000 1606.50 SEED MIXTURE, TEMPORARY | | | 0260 642004-002 2762.000 KG | 0.50000 1381.00| 0.50000 1381.00| 2.90000 8009.80 SEED MIXTURE, B | | | 0265 642004-003 918.000 KG | 18.90000 17350.20| 20.00000 18360.00| 12.25000 11245.50 SEED MIXTURE, D | | | 0267 642050-001 19.000 EA | 400.00000 7600.00| 670.00000 12730.00| 630.00000 11970.00 DEWATERING DEVICE | | | 0270 642005-001 219.000 MGR | 157.50000 34492.50| 320.00000 70080.00| 414.00000 90666.00 MULCH, STRAW OR HAY | | | 0275 642005-002 57.000 MGR | 315.00000 17955.00| 510.00000 29070.00| 882.00000 50274.00 MULCH, WOOD CELLULOSE FIBER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 642006-001 17.000 MGR | 2782.50000 47302.50| 2900.00000 49300.00| 1270.00000 21590.00 FERTILIZER | | | 0285 642009-001 5630.000 M | 0.01000 56.30| 2.50000 14075.00| 2.60000 14638.00 CONTOUR DITCH | | | 0290 642010-001 288.000 MGR | 10.50000 3024.00| 12.00000 3456.00| 11.00000 3168.00 AGRICULTURAL LIMESTONE | | | 0295 642011-001 1705.000 EA | 5.00000 8525.00| 12.00000 20460.00| 4.40000 7502.00 HAY OR STRAW BALE | | | 0300 642012-001 5075.000 M | 6.60000 33495.00| 6.50000 32987.50| 8.80000 44660.00 SILT FENCE | | | 0305 642031-001 1649.000 EA | 0.01000 16.49| 75.00000 123675.00| 51.00000 84099.00 DITCH CHECK | | | 0310 642032-001 69.000 EA | 0.01000 0.69| 800.00000 55200.00| 380.00000 26220.00 CHECK DAM | | | 0315 642033-001 312.000 M3 | 20.00000 6240.00| 10.00000 3120.00| 11.50000 3588.00 SEDIMENT TRAP | | | 0316 642034-001 1637.000 M3 | 5.00000 8185.00| 8.00000 13096.00| 6.00000 9822.00 SEDIMENT DAM | | | 0317 642035-001 2.000 EA | 3000.00000 6000.00| 6500.00000 13000.00| 5000.00000 10000.00 RISER | | | 0320 642036-001 16590.000 M3 | 0.01000 165.90| 3.00000 49770.00| 0.01000 165.90 SEDIMENT REMOVAL | | | 0321 642037-001 9286.000 M3 | 5.00000 46430.00| 8.00000 74288.00| 4.60000 42715.60 SEDIMENT POND | | | 0325 652001-001 289.000 MGR | 10.50000 3034.50| 12.00000 3468.00| 11.00000 3179.00 AGRICULTURAL LIMESTONE | | | 0330 652002-001 23.000 MGR | 2625.00000 60375.00| 2700.00000 62100.00| 1710.00000 39330.00 FERTILIZER, 10-20-10 | | | 0335 652002-002 17.000 MGR | 315.00000 5355.00| 325.00000 5525.00| 607.00000 10319.00 FERTILIZER, UREA FORMALDEHYDE | | | 0340 652003-001 2762.000 KG | 0.50000 1381.00| 0.50000 1381.00| 2.60000 7181.20 SEED MIXTURES, B, C-1, OR C-2 | | | 0345 652003-002 918.000 KG | 26.25000 24097.50| 26.00000 23868.00| 12.00000 11016.00 SEED MIXTURE, D | | | 0350 652004-001 220.000 MGR | 105.00000 23100.00| 110.00000 24200.00| 303.00000 66660.00 STRAW OR HAY MULCH | | | 0355 652004-002 57.000 MGR | 304.50000 17356.50| 315.00000 17955.00| 1048.00000 59736.00 WOOD CELLULOSE FIBER MULCH | | | 0360 655002-001 20542.000 M2 | 5.00000 102710.00| 4.50000 92439.00| 4.30000 88330.60 PERMANENT EROSION MATTING, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0365 655002-001 3933.000 M2 | 5.00000 19665.00| 4.50000 17698.50| 4.30000 16911.90 PERMANENT EROSION MATTING, TYPE B | | | 0370 664001-008 2.000 EA | 4000.00000 8000.00| 6500.00000 13000.00| 6064.00000 12128.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0375 665004-001 7.000 EA | 1000.00000 7000.00| 2200.00000 15400.00| 1260.00000 8820.00 WATER WELL SURVEY | | | 0380 401001-011 AA1 32497.000 MGR | 33.70000 1095148.90| 38.00000 1234886.00| 39.40000 1280381.80 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0385 401001-012 AA2 30963.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0390 401007-011 AB1 1566.000 MGR | 39.55000 61935.30| 49.00000 76734.00| 51.00000 79866.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL I | | | 0395 401007-012 AB2 1426.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG I | | | 0400 402001-011 AC1 3901.000 MGR | 46.40000 181006.40| 50.00000 195050.00| 52.75000 205777.75 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0405 402001-012 AC2 3731.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0410 604002-016 AD1 425.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0415 604076-016 AD2 425.000 M | 104.10000 44242.50| 120.00000 51000.00| 158.00000 67150.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0420 604037-016 AD3 425.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0425 604002-016 AE1 14.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0430 604072-116 AE1 1.000 EA | | | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0435 604076-016 AE2 14.000 M | 250.70000 3509.80| 225.00000 3150.00| 247.00000 3458.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0440 604072-116 AE2 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| 1250.00000 1250.00 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0445 604037-016 AE3 14.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0450 604071-016 AE3 1.000 EA | | | 450 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0455 604002-016 AF1 167.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0460 604076-016 AF2 167.000 M | 127.65000 21317.55| 150.00000 25050.00| 180.00000 30060.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0465 604037-016 AF3 167.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0470 604002-016 AG1 10.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0475 604072-116 AG1 1.000 EA | | | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0480 604076-016 AG2 10.000 M | 193.75000 1937.50| 435.00000 4350.00| 275.00000 2750.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0485 604072-116 AG2 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| 1250.00000 1250.00 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0490 604037-016 AG3 10.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0495 604071-016 AG3 1.000 EA | | | 450 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0500 604002-020 AH1 29.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0505 604076-020 AH2 29.000 M | 152.85000 4432.65| 300.00000 8700.00| 215.00000 6235.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0510 604037-020 AH3 29.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0515 604002-022 AJ1 94.000 M | | | 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0520 604076-022 AJ2 94.000 M | 179.35000 16858.90| 200.00000 18800.00| 241.00000 22654.00 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0525 604037-022 AJ3 94.000 M | | | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | SECTION TOTALS | $ 17,296,857.86| $ 17,792,982.20| $ 18,364,383.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0530 640004-001 LUMP| 5000.00000 5000.00| 8500.00000 8500.00| 5100.00000 5100.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 8,500.00| $ 5,100.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS | | | 0535 657006-001 71.000 M | 131.25000 9318.75| 130.00000 9230.00| 138.00000 9798.00 S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0540 657006-005 32.000 M | 157.50000 5040.00| 160.00000 5120.00| 166.00000 5312.00 W150X18, A-441 SUPPORT, GALVANIZED | | | 0545 657006-010 42.000 M | 183.75000 7717.50| 180.00000 7560.00| 193.00000 8106.00 W200X26.6, A-441 SUPPORT, GALVANIZED | | | 0550 657008-001 192.000 M | 26.25000 5040.00| 30.00000 5760.00| 28.00000 5376.00 2.98 KG CHANNEL POST | | | 0555 657010-001 136.000 M | 29.40000 3998.40| 30.00000 4080.00| 31.00000 4216.00 4.5 KG CHANNEL POST | | | 0560 657014-001 10.000 M | 31.50000 315.00| 35.00000 350.00| 34.00000 340.00 9.0 KG BACK TO BACK CHANNEL POST | | | 0565 657017-001 12.000 M3 | 913.50000 10962.00| 900.00000 10800.00| 960.00000 11520.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 661001-001 39.000 M2 | 168.00000 6552.00| 175.00000 6825.00| 177.00000 6903.00 2 MM FLAT SHEET SIGN | | | 0575 661002-001 60.000 M2 | 336.00000 20160.00| 350.00000 21000.00| 353.00000 21180.00 EXTRUDED PANEL SIGN | | | 0580 661004-001 140.000 EA | 5.25000 735.00| 5.25000 735.00| 6.00000 840.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0585 661008-001 22.000 EA | 73.50000 1617.00| 75.00000 1650.00| 78.00000 1716.00 DELINEATOR BRACKET, TYPE A | | | 0590 661013-001 5.000 EA | 52.50000 262.50| 54.00000 270.00| 56.00000 280.00 PLASTIC DELINEATOR POST, YELLOW | | | 0595 663001-004 6250.000 M | 0.50000 3125.00| 0.50000 3125.00| 0.55000 3437.50 EDGE LINE, TYPE II WHITE | | | 0600 663001-004 5100.000 M | 0.50000 2550.00| 0.50000 2550.00| 0.55000 2805.00 EDGE LINE, TYPE II YELLOW | | | 0605 663002-005 1165.000 M | 0.50000 582.50| 0.60000 699.00| 0.60000 699.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0610 663005-010 20.000 M | 40.00000 800.00| 40.00000 800.00| 43.00000 860.00 STOP LINE, TYPE V | | | 0615 663007-010 150.000 M | 40.00000 6000.00| 40.00000 6000.00| 43.00000 6450.00 STRIPE, TYPE V WHITE | | | SECTION TOTALS | $ 84,775.65| $ 86,554.00| $ 89,838.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON THE JOB TRAINING | | | 0620 699000-001 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE #4271 | | | 0625 212005-000 52.000 M3 | 70.00000 3640.00| 75.00000 3900.00| 385.00000 20020.00 SELECT MATERIAL FOR BACKFILLING | | | 0630 218004-001 390.000 M2 | 45.00000 17550.00| 48.00000 18720.00| 70.00000 27300.00 200 MM CRUSHED ROCK SLOPE PROTECTION | | | 0635 218007-000 410.000 M2 | 2.00000 820.00| 2.20000 902.00| 4.00000 1640.00 FABRIC FOR EROSION CONTROL | | | 0640 601002-001 180.000 M3 | 500.00000 90000.00| 520.00000 93600.00| 1030.00000 185400.00 CLASS B CONCRETE | | | 0645 601003-001 299.000 M3 | 650.00000 194350.00| 675.00000 201825.00| 775.00000 231725.00 CLASS K CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 601003-003 49.000 M3 | 1350.00000 66150.00| 1425.00000 69825.00| 1500.00000 73500.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0655 602001-001 3288.000 KG | 1.50000 4932.00| 1.60000 5260.80| 1.70000 5589.60 REINFORCING STEEL BAR | | | 0660 602002-001 38292.000 KG | 1.60000 61267.20| 1.70000 65096.40| 1.80000 68925.60 EPOXY COATED REINFORCING STEEL BAR | | | 0665 615001-001 1.000 LS | 6500.00000 6500.00| 7000.00000 7000.00| 38000.00000 38000.00 STEEL SUPERSTRUCTURE | | | 0670 616005-008 336.000 M | 175.00000 58800.00| 185.00000 62160.00| 158.00000 53088.00 HP310X110 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0675 617003-001 124.000 M | 120.00000 14880.00| 125.00000 15500.00| 285.00000 35340.00 ALUMINUM RAILING | | | 0680 627017-001 10.000 M | 40.00000 400.00| 43.00000 430.00| 110.00000 1100.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0685 639001-001 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKE | | | 0690 662002-001 LUMP| 2500.00000 2500.00| 2600.00000 2600.00| 2700.00000 2700.00 GALVANIZED STEEL CONDUIT | | | 0695 662003-001 1.000 LS | 1450.00000 1450.00| 1500.00000 1500.00| 1600.00000 1600.00 POLYVINYLCHLORIDE CONDUIT | | | 0700 662006-001 4.000 EA | 950.00000 3800.00| 4000.00000 16000.00| 1050.00000 4200.00 JUNCTION BOX, TYPE A (MODIFIED) | | | 0705 662014-001 LUMP| 8500.00000 8500.00| 9000.00000 9000.00| 9400.00000 9400.00 INCIDENTAL ELECTRICAL WORK | | | 0710 679002-001 46.000 M3 | 800.00000 36800.00| 850.00000 39100.00| 875.00000 40250.00 SPECIALIZED CONCRETE OVERLAY | | | 0715 679006-001 LUMP| 2000.00000 2000.00| 2100.00000 2100.00| 2200.00000 2200.00 TEST SLAB | | | 0720 603018-035 AK1 353.000 M | | | 900.00000 317700.00 1829 MM PRESTRESSED CONCRETE I BEAM | | | 0725 603018-040 AK2 353.000 M | 675.00000 238275.00| 700.00000 247100.00| 1981 MM PRESTRESSED CONCRETE I BEAM | | | 0730 626001-001 AL1 733.000 M2 | | | RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE | | | 0735 626002-001 AL2 713.000 M2 | | | MSE RETAINING WALL, RETAINED EARTH | | | 0740 626002-002 AL3 713.000 M2 | 615.00000 438495.00| 620.00000 442060.00| 605.00000 431365.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0745 626002-003 AL4 713.000 M2 | | | MSE RETAINING WALL, ISOGRID | | | 0750 626002-004 AL5 713.000 M2 | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 1,271,109.20| $ 1,323,679.20| $ 1,554,543.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #4272 | | | 0755 212001-000 3740.000 M3 | 55.00000 205700.00| 60.00000 224400.00| 10.00000 37400.00 STRUCTURE EXCAVATION | | | 0760 212002-000 1219.000 M3 | 65.00000 79235.00| 80.00000 97520.00| 55.00000 67045.00 WET EXCAVATION | | | 0765 212004-000 4.000 EA | 65000.00000 260000.00| 65000.00000 260000.00| 22000.00000 88000.00 COFFERDAM | | | 0770 212005-000 3805.000 M3 | 0.01000 38.05| 1.00000 3805.00| 49.00000 186445.00 SELECT MATERIAL FOR BACKFILLING | | | 0775 601002-001 200.000 M3 | 350.00000 70000.00| 375.00000 75000.00| 440.00000 88000.00 CLASS B CONCRETE | | | 0780 601002-003 267.000 M3 | 750.00000 200250.00| 800.00000 213600.00| 775.00000 206925.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0785 601003-001 1429.000 M3 | 650.00000 928850.00| 675.00000 964575.00| 550.00000 785950.00 CLASS K CONCRETE | | | 0790 601003-003 193.000 M3 | 1350.00000 260550.00| 1400.00000 270200.00| 885.00000 170805.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0795 601005-001 86.000 M3 | 250.00000 21500.00| 260.00000 22360.00| 300.00000 25800.00 CLASS C CONCRETE | | | 0800 601025-001 688.000 M3 | 265.00000 182320.00| 285.00000 196080.00| 310.00000 213280.00 MODIFIED CONCRETE, CLASS B, 28 MPA | | | 0805 601026-001 1167.000 M3 | 1080.00000 1260360.00| 1125.00000 1312875.00| 1312.00000 1531104.00 MODIFIED ARCHITECTURAL CONCRETE, CLASS | | | B,- 28 MPA | | | 0810 602001-001 224281.000 KG | 1.50000 336421.50| 1.60000 358849.60| 1.70000 381277.70 REINFORCING STEEL BAR | | | 0815 602002-001 160296.000 KG | 1.60000 256473.60| 1.65000 264488.40| 1.80000 288532.80 EPOXY COATED REINFORCING STEEL BAR | | | 0820 615001-001 1.000 LS | 3690000.00000 3690000.00| 3925086.60000 3925086.60| 4100000.00000 4100000.00 STEEL SUPERSTRUCTURE | | | 0825 615029-001 23.000 EA | 1750.00000 40250.00| 1800.00000 41400.00| 1400.00000 32200.00 NON-GUIDED BEARING | | | 0830 615030-001 22.000 EA | 2400.00000 52800.00| 2500.00000 55000.00| 3300.00000 72600.00 FIXED BEARING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 23-1374051 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0835 617003-001 441.000 M | 120.00000 52920.00| 125.00000 55125.00| 130.00000 57330.00 ALUMINUM RAILING | | | 0840 627017-001 8.000 M | 40.00000 320.00| 45.00000 360.00| 100.00000 800.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0842 628004-001 68.000 M | 100.00000 6800.00| 100.00000 6800.00| 60.00000 4080.00 EXPLORATORY DRILLING AND SAMPLING | | | 0845 631001-001 LUMP| 24000.00000 24000.00| 25000.00000 25000.00| 26000.00000 26000.00 ELECTRICAL WORK | | | 0850 639001-001 LUMP| 125000.00000 125000.00| 125000.00000 125000.00| 6600.00000 6600.00 CONSTRUCTION LAYOUT STAKE | | | 0855 662002-001 LUMP| 850.00000 850.00| 900.00000 900.00| 1000.00000 1000.00 GALVANIZED STEEL CONDUIT | | | 0860 662003-001 1.000 LS | 3500.00000 3500.00| 3800.00000 3800.00| 3800.00000 3800.00 POLYVINYLCHLORIDE CONDUIT | | | 0865 662006-001 6.000 EA | 950.00000 5700.00| 1050.00000 6300.00| 1050.00000 6300.00 JUNCTION BOX, TYPE A (MODIFIED) | | | 0870 662014-001 LUMP| 16300.00000 16300.00| 17500.00000 17500.00| 18000.00000 18000.00 INCIDENTAL ELECTRICAL WORK | | | 0875 679002-001 303.000 M3 | 770.00000 233310.00| 820.00000 248460.00| 775.00000 234825.00 SPECIALIZED CONCRETE OVERLAY | | | 0880 679006-001 LUMP| 2000.00000 2000.00| 2200.00000 2200.00| 3500.00000 3500.00 TEST SLAB | | | SECTION TOTALS | $ 8,315,448.15| $ 8,776,684.60| $ 8,637,599.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,974,790.86| $ 27,990,000.00| $ 28,653,064.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 1961000.00000 1961000.00| | CLEARING AND GRUBBING | | | 0010 202002-000 LUMP| 1000.00000 1000.00| | WATER WELL ABANDONMENT NUMBER, 6/2A | | | 0015 202002-000 LUMP| 1000.00000 1000.00| | WATER WELL ABANDONMENT NUMBER, 6/2B | | | 0020 202003-000 LUMP| 700.00000 700.00| | SEPTIC TANK ABANDONMENT NUMBER, 6/2 | | | 0025 204001-000 LUMP| 800000.00000 800000.00| | MOBILIZATION | | | 0030 207001-001 2986777.000 M3 | 4.10000 12245785.70| | UNCLASSIFIED EXCAVATION | | | 0035 207002-000 7579.000 M3 | 30.00000 227370.00| | SUBGRADE | | | 0040 207034-000 63061.000 M2 | 1.10000 69367.10| | FABRIC FOR SEPARATION | | | 0045 307001-000 2166.000 M3 | 44.00000 95304.00| | AGGREGATE BASE COURSE, CLASS I | | | 0050 311006-001 5536.000 M3 | 57.00000 315552.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0055 501010-001 8.000 EA | 50.00000 400.00| | BRIDGE APPROACH EXPANSION JOINT | | | 0060 502001-012 974.000 M2 | 154.00000 149996.00| | 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 601002-001 46.000 M3 | 1100.00000 50600.00| | CLASS B CONCRETE | | | 0070 604002-016 38.000 M | 115.00000 4370.00| | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0080 604002-028 189.000 M | 400.00000 75600.00| | 1200 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, D2 | | | 0085 604004-030 194.000 M | 315.00000 61110.00| | 1350 MM FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, C3 | | | 0090 604004-034 290.000 M | 371.00000 107590.00| | 1650 MM FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, E3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 604037-022 115.000 M | 220.00000 25300.00| | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0105 605004-001 5.000 EA | 1600.00000 8000.00| | TYPE B INLET | | | 0110 605009-001 13.000 EA | 1600.00000 20800.00| | TYPE G INLET | | | 0115 606022-001 18.000 M3 | 30.00000 540.00| | CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0120 606025-004 48.000 M | 50.00000 2400.00| | 150 MM UNDERDRAIN PIPE | | | 0125 606029-001 4744.000 M | 24.50000 116228.00| | FREE DRAINING BASE TRENCH | | | 0130 606030-001 371.000 M | 10.50000 3895.50| | OUTLET PIPE | | | 0135 607001-001 2602.000 M | 35.00000 91070.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0140 607006-001 16.000 EA | 900.00000 14400.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607010-020 224.000 M | 8.50000 1904.00| | GUARDRAIL REMOVAL | | | 0150 607025-001 3.000 EA | 550.00000 1650.00| | CUT SLOPE TERMINAL, TYPE B | | | 0155 607030-001 10.000 EA | 280.00000 2800.00| | SPECIAL TRAILING END TERMINAL | | | 0160 607065-001 10.000 EA | 1250.00000 12500.00| | FLARED END TERMINAL | | | 0165 608002-001 4818.000 M | 34.50000 166221.00| | 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0170 610001-001 25.000 M | 130.00000 3250.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0175 633003-001 1018.000 M3 | 100.00000 101800.00| | DUMPED ROCK GUTTER | | | 0179 636005-001 1.000 LS | 245000.00000 245000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0180 636011-001 2840.000 UN | 0.90000 2556.00| | TRAFFIC CONTROL DEVICE | | | 0185 636012-010 2.000 EA | 300.00000 600.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636013-001 100.000 EA | 3.00000 300.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0195 636014-001 1000.000 HR | 32.50000 32500.00| | FLAGGER | | | 0200 636017-001 225.000 M | 75.00000 16875.00| | TEMPORARY CONCRETE BARRIER | | | 0205 636025-001 3840.000 DA | 1.35000 5184.00| | WARNING LIGHTS, TYPE B | | | 0210 636025-001 14400.000 DA | 0.45000 6480.00| | WARNING LIGHTS, TYPE C | | | 0215 637001-001 28000.000 KL | 0.01000 280.00| | WATER FOR DUST PALLIATIVE | | | 0220 638002-001 52.000 EA | 31.00000 1612.00| | RIGHT OF WAY MARKER | | | 0225 638003-001 8.000 EA | 225.00000 1800.00| | SURVEY MARKER | | | 0230 639001-001 LUMP| 200000.00000 200000.00| | CONSTRUCTION LAYOUT STAKE | | | 0235 640001-001 25.000 MO | 2500.00000 62500.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0240 640003-001 LUMP| 8000.00000 8000.00| | BUILDING EQUIPMENT | | | 0245 642001-001 1823.000 M | 1.00000 1823.00| | TEMPORARY BERM | | | 0250 642002-001 1503.000 M | 15.00000 22545.00| | SLOPE DRAIN | | | 0255 642004-001 2295.000 KG | 2.90000 6655.50| | SEED MIXTURE, TEMPORARY | | | 0260 642004-002 2762.000 KG | 0.45000 1242.90| | SEED MIXTURE, B | | | 0265 642004-003 918.000 KG | 18.00000 16524.00| | SEED MIXTURE, D | | | 0267 642050-001 19.000 EA | 250.00000 4750.00| | DEWATERING DEVICE | | | 0270 642005-001 219.000 MGR | 295.00000 64605.00| | MULCH, STRAW OR HAY | | | 0275 642005-002 57.000 MGR | 475.00000 27075.00| | MULCH, WOOD CELLULOSE FIBER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 642006-001 17.000 MGR | 2650.00000 45050.00| | FERTILIZER | | | 0285 642009-001 5630.000 M | 1.50000 8445.00| | CONTOUR DITCH | | | 0290 642010-001 288.000 MGR | 10.00000 2880.00| | AGRICULTURAL LIMESTONE | | | 0295 642011-001 1705.000 EA | 0.01000 17.05| | HAY OR STRAW BALE | | | 0300 642012-001 5075.000 M | 5.00000 25375.00| | SILT FENCE | | | 0305 642031-001 1649.000 EA | 10.00000 16490.00| | DITCH CHECK | | | 0310 642032-001 69.000 EA | 70.00000 4830.00| | CHECK DAM | | | 0315 642033-001 312.000 M3 | 4.40000 1372.80| | SEDIMENT TRAP | | | 0316 642034-001 1637.000 M3 | 4.40000 7202.80| | SEDIMENT DAM | | | 0317 642035-001 2.000 EA | 2700.00000 5400.00| | RISER | | | 0320 642036-001 16590.000 M3 | 0.01000 165.90| | SEDIMENT REMOVAL | | | 0321 642037-001 9286.000 M3 | 4.40000 40858.40| | SEDIMENT POND | | | 0325 652001-001 289.000 MGR | 10.00000 2890.00| | AGRICULTURAL LIMESTONE | | | 0330 652002-001 23.000 MGR | 2500.00000 57500.00| | FERTILIZER, 10-20-10 | | | 0335 652002-002 17.000 MGR | 300.00000 5100.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0340 652003-001 2762.000 KG | 0.45000 1242.90| | SEED MIXTURES, B, C-1, OR C-2 | | | 0345 652003-002 918.000 KG | 25.00000 22950.00| | SEED MIXTURE, D | | | 0350 652004-001 220.000 MGR | 100.00000 22000.00| | STRAW OR HAY MULCH | | | 0355 652004-002 57.000 MGR | 290.00000 16530.00| | WOOD CELLULOSE FIBER MULCH | | | 0360 655002-001 20542.000 M2 | 4.00000 82168.00| | PERMANENT EROSION MATTING, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0365 655002-001 3933.000 M2 | 4.00000 15732.00| | PERMANENT EROSION MATTING, TYPE B | | | 0370 664001-008 2.000 EA | 5500.00000 11000.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0375 665004-001 7.000 EA | 750.00000 5250.00| | WATER WELL SURVEY | | | 0380 401001-011 AA1 32497.000 MGR | 37.50000 1218637.50| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0385 401001-012 AA2 30963.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0390 401007-011 AB1 1566.000 MGR | 46.00000 72036.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL I | | | 0395 401007-012 AB2 1426.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG I | | | 0400 402001-011 AC1 3901.000 MGR | 46.00000 179446.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0405 402001-012 AC2 3731.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0410 604002-016 AD1 425.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0415 604076-016 AD2 425.000 M | 195.00000 82875.00| | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0420 604037-016 AD3 425.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0425 604002-016 AE1 14.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0430 604072-116 AE1 1.000 EA | | | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0435 604076-016 AE2 14.000 M | 170.00000 2380.00| | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0440 604072-116 AE2 1.000 EA | 660.00000 660.00| | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0445 604037-016 AE3 14.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0450 604071-016 AE3 1.000 EA | | | 450 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0455 604002-016 AF1 167.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0460 604076-016 AF2 167.000 M | 160.00000 26720.00| | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0465 604037-016 AF3 167.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0470 604002-016 AG1 10.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0475 604072-116 AG1 1.000 EA | | | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0480 604076-016 AG2 10.000 M | 160.00000 1600.00| | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0485 604072-116 AG2 1.000 EA | 660.00000 660.00| | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0490 604037-016 AG3 10.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0495 604071-016 AG3 1.000 EA | | | 450 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0500 604002-020 AH1 29.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0505 604076-020 AH2 29.000 M | 155.00000 4495.00| | 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0510 604037-020 AH3 29.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0515 604002-022 AJ1 94.000 M | | | 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0520 604076-022 AJ2 94.000 M | 150.00000 14100.00| | 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0525 604037-022 AJ3 94.000 M | | | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | SECTION TOTALS | $ 19,472,470.05| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0530 640004-001 LUMP| 5000.00000 5000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS | | | 0535 657006-001 71.000 M | 125.00000 8875.00| | S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0540 657006-005 32.000 M | 150.00000 4800.00| | W150X18, A-441 SUPPORT, GALVANIZED | | | 0545 657006-010 42.000 M | 175.00000 7350.00| | W200X26.6, A-441 SUPPORT, GALVANIZED | | | 0550 657008-001 192.000 M | 25.00000 4800.00| | 2.98 KG CHANNEL POST | | | 0555 657010-001 136.000 M | 28.00000 3808.00| | 4.5 KG CHANNEL POST | | | 0560 657014-001 10.000 M | 30.00000 300.00| | 9.0 KG BACK TO BACK CHANNEL POST | | | 0565 657017-001 12.000 M3 | 870.00000 10440.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 661001-001 39.000 M2 | 160.00000 6240.00| | 2 MM FLAT SHEET SIGN | | | 0575 661002-001 60.000 M2 | 320.00000 19200.00| | EXTRUDED PANEL SIGN | | | 0580 661004-001 140.000 EA | 5.00000 700.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0585 661008-001 22.000 EA | 70.00000 1540.00| | DELINEATOR BRACKET, TYPE A | | | 0590 661013-001 5.000 EA | 50.00000 250.00| | PLASTIC DELINEATOR POST, YELLOW | | | 0595 663001-004 6250.000 M | 0.50000 3125.00| | EDGE LINE, TYPE II WHITE | | | 0600 663001-004 5100.000 M | 0.50000 2550.00| | EDGE LINE, TYPE II YELLOW | | | 0605 663002-005 1165.000 M | 0.55000 640.75| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0610 663005-010 20.000 M | 39.00000 780.00| | STOP LINE, TYPE V | | | 0615 663007-010 150.000 M | 39.00000 5850.00| | STRIPE, TYPE V WHITE | | | SECTION TOTALS | $ 81,248.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON THE JOB TRAINING | | | 0620 699000-001 2000.000 HR | 0.80000 1600.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE #4271 | | | 0625 212005-000 52.000 M3 | 125.00000 6500.00| | SELECT MATERIAL FOR BACKFILLING | | | 0630 218004-001 390.000 M2 | 37.00000 14430.00| | 200 MM CRUSHED ROCK SLOPE PROTECTION | | | 0635 218007-000 410.000 M2 | 1.30000 533.00| | FABRIC FOR EROSION CONTROL | | | 0640 601002-001 180.000 M3 | 540.00000 97200.00| | CLASS B CONCRETE | | | 0645 601003-001 299.000 M3 | 600.00000 179400.00| | CLASS K CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 601003-003 49.000 M3 | 1600.00000 78400.00| | CLASS K CONCRETE, ARCHITECTURAL | | | 0655 602001-001 3288.000 KG | 1.60000 5260.80| | REINFORCING STEEL BAR | | | 0660 602002-001 38292.000 KG | 1.60000 61267.20| | EPOXY COATED REINFORCING STEEL BAR | | | 0665 615001-001 1.000 LS | 6000.00000 6000.00| | STEEL SUPERSTRUCTURE | | | 0670 616005-008 336.000 M | 310.00000 104160.00| | HP310X110 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0675 617003-001 124.000 M | 100.00000 12400.00| | ALUMINUM RAILING | | | 0680 627017-001 10.000 M | 150.00000 1500.00| | INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0685 639001-001 LUMP| 15000.00000 15000.00| | CONSTRUCTION LAYOUT STAKE | | | 0690 662002-001 LUMP| 2500.00000 2500.00| | GALVANIZED STEEL CONDUIT | | | 0695 662003-001 1.000 LS | 1500.00000 1500.00| | POLYVINYLCHLORIDE CONDUIT | | | 0700 662006-001 4.000 EA | 960.00000 3840.00| | JUNCTION BOX, TYPE A (MODIFIED) | | | 0705 662014-001 LUMP| 8600.00000 8600.00| | INCIDENTAL ELECTRICAL WORK | | | 0710 679002-001 46.000 M3 | 997.00000 45862.00| | SPECIALIZED CONCRETE OVERLAY | | | 0715 679006-001 LUMP| 500.00000 500.00| | TEST SLAB | | | 0720 603018-035 AK1 353.000 M | 750.00000 264750.00| | 1829 MM PRESTRESSED CONCRETE I BEAM | | | 0725 603018-040 AK2 353.000 M | | | 1981 MM PRESTRESSED CONCRETE I BEAM | | | 0730 626001-001 AL1 733.000 M2 | | | RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE | | | 0735 626002-001 AL2 713.000 M2 | | | MSE RETAINING WALL, RETAINED EARTH | | | 0740 626002-002 AL3 713.000 M2 | | | MSE RETAINING WALL, REINFORCED EARTH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0745 626002-003 AL4 713.000 M2 | | | MSE RETAINING WALL, ISOGRID | | | 0750 626002-004 AL5 713.000 M2 | 800.00000 570400.00| | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 1,480,003.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #4272 | | | 0755 212001-000 3740.000 M3 | 25.00000 93500.00| | STRUCTURE EXCAVATION | | | 0760 212002-000 1219.000 M3 | 50.00000 60950.00| | WET EXCAVATION | | | 0765 212004-000 4.000 EA | 750.00000 3000.00| | COFFERDAM | | | 0770 212005-000 3805.000 M3 | 45.00000 171225.00| | SELECT MATERIAL FOR BACKFILLING | | | 0775 601002-001 200.000 M3 | 500.00000 100000.00| | CLASS B CONCRETE | | | 0780 601002-003 267.000 M3 | 750.00000 200250.00| | CLASS B CONCRETE, ARCHITECTURAL | | | 0785 601003-001 1429.000 M3 | 570.00000 814530.00| | CLASS K CONCRETE | | | 0790 601003-003 193.000 M3 | 930.00000 179490.00| | CLASS K CONCRETE, ARCHITECTURAL | | | 0795 601005-001 86.000 M3 | 150.00000 12900.00| | CLASS C CONCRETE | | | 0800 601025-001 688.000 M3 | 200.00000 137600.00| | MODIFIED CONCRETE, CLASS B, 28 MPA | | | 0805 601026-001 1167.000 M3 | 875.00000 1021125.00| | MODIFIED ARCHITECTURAL CONCRETE, CLASS | | | B,- 28 MPA | | | 0810 602001-001 224281.000 KG | 1.60000 358849.60| | REINFORCING STEEL BAR | | | 0815 602002-001 160296.000 KG | 1.80000 288532.80| | EPOXY COATED REINFORCING STEEL BAR | | | 0820 615001-001 1.000 LS | 3850000.00000 3850000.00| | STEEL SUPERSTRUCTURE | | | 0825 615029-001 23.000 EA | 8200.00000 188600.00| | NON-GUIDED BEARING | | | 0830 615030-001 22.000 EA | 2200.00000 48400.00| | FIXED BEARING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715023R1 COUNTIES : HARDY LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 | | |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0835 617003-001 441.000 M | 100.00000 44100.00| | ALUMINUM RAILING | | | 0840 627017-001 8.000 M | 100.00000 800.00| | INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0842 628004-001 68.000 M | 150.00000 10200.00| | EXPLORATORY DRILLING AND SAMPLING | | | 0845 631001-001 LUMP| 24100.00000 24100.00| | ELECTRICAL WORK | | | 0850 639001-001 LUMP| 15000.00000 15000.00| | CONSTRUCTION LAYOUT STAKE | | | 0855 662002-001 LUMP| 860.00000 860.00| | GALVANIZED STEEL CONDUIT | | | 0860 662003-001 1.000 LS | 3600.00000 3600.00| | POLYVINYLCHLORIDE CONDUIT | | | 0865 662006-001 6.000 EA | 960.00000 5760.00| | JUNCTION BOX, TYPE A (MODIFIED) | | | 0870 662014-001 LUMP| 16500.00000 16500.00| | INCIDENTAL ELECTRICAL WORK | | | 0875 679002-001 303.000 M3 | 930.00000 281790.00| | SPECIALIZED CONCRETE OVERLAY | | | 0880 679006-001 LUMP| 500.00000 500.00| | TEST SLAB | | | SECTION TOTALS | $ 7,932,162.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,972,484.20| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : S-BRIDGE PROJECT(S) : S335-0040/00-007.52 00 00BR 8265 004 E00 LOCATION: OVER VACANT CSX RIG & WHEELING CREEK 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 2,818,288.89 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 3,068,119.00 108.8646% 3 34-0420560 NATIONAL ENGINEERING & CONTRACTING COMPANY $ 3,121,944.10 110.7744% 4 31-1316393 AHERN & ASSOCIATES $ 3,243,000.00 115.0698% 5 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 3,417,778.09 121.2713% 6 31-4444098 ALAN STONE CO., INC. $ 3,548,536.59 125.9110% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 62-1345425 |(3) 34-0420560 |SAVAGE CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 55000.00000 55000.00| 95000.00000 95000.00| 65000.00000 65000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 82280.00000 82280.00| 60000.00000 60000.00| 90000.00000 90000.00 MOBILIZATION | | | 0015 207001-001 1400.000 M3 | 5.95000 8330.00| 10.00000 14000.00| 15.00000 21000.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1084.000 M3 | 44.90000 48671.60| 60.00000 65040.00| 54.00000 58536.00 SUBGRADE | | | 0025 207034-000 6738.000 M2 | 1.12000 7546.56| 1.50000 10107.00| 1.25000 8422.50 FABRIC FOR SEPARATION | | | 0030 211001-000 4755.000 M3 | 6.75000 32096.25| 9.00000 42795.00| 10.00000 47550.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 2582.000 M3 | 39.00000 100698.00| 53.00000 136846.00| 50.00000 129100.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 1936.000 M3 | 54.00000 104544.00| 70.00000 135520.00| 56.00000 108416.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 408002-001 423.000 L | 1.10000 465.30| 2.00000 846.00| 2.00000 846.00 BITUMINOUS MATERIAL | | | 0055 502001-012 176.000 M2 | 155.00000 27280.00| 155.00000 27280.00| 175.00000 30800.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 604001-016 108.300 M | 90.21000 9769.74| 120.00000 12996.00| 110.00000 11913.00 450 MM METALLIC COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0065 604001-026 58.000 M | 319.66000 18540.28| 400.00000 23200.00| 375.00000 21750.00 1050 MM METALLIC COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0070 605001-001 4.000 EA | 2309.25000 9237.00| 3000.00000 12000.00| 2800.00000 11200.00 TYPE A MANHOLE | | | 0075 605004-001 5.000 EA | 882.60000 4413.00| 2200.00000 11000.00| 1500.00000 7500.00 TYPE B INLET | | | 0080 605009-001 3.000 EA | 3300.00000 9900.00| 4000.00000 12000.00| 3500.00000 10500.00 TYPE G INLET | | | 0085 607001-001 320.000 M | 47.85000 15312.00| 48.00000 15360.00| 50.00000 16000.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0090 607006-001 4.000 EA | 880.00000 3520.00| 900.00000 3600.00| 800.00000 3200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0100 607065-001 3.000 EA | 1320.00000 3960.00| 1300.00000 3900.00| 1200.00000 3600.00 FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 62-1345425 |(3) 34-0420560 |SAVAGE CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 609001-001 473.000 M2 | 37.00000 17501.00| 50.00000 23650.00| 36.00000 17028.00 CONCRETE SIDEWALK | | | 0107 609002-001 48.000 M3 | 59.00000 2832.00| 70.00000 3360.00| 65.00000 3120.00 BED COURSE MATERIAL | | | 0110 610001-001 219.000 M | 65.00000 14235.00| 76.00000 16644.00| 75.00000 16425.00 PLAIN CONCRETE CURBING, TYPE I | | | 0115 610003-001 127.000 M | 98.00000 12446.00| 95.00000 12065.00| 70.00000 8890.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0120 610005-001 28.000 M | 123.88000 3468.64| 124.00000 3472.00| 35.00000 980.00 BITUMINOUS CURB, TYPE I | | | 0125 636007-001 2280.000 M | 1.54000 3511.20| 2.00000 4560.00| 2.30000 5244.00 ERADICATION OF PAVEMENT MARKING | | | 0130 636008-001 2280.000 M | 0.61000 1390.80| 0.60000 1368.00| 0.90000 2052.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0135 636009-001 2280.000 M | 3.30000 7524.00| 3.50000 7980.00| 3.50000 7980.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE TYPE VII B | | | 0140 636011-001 22828.000 UN | 0.94000 21458.32| 1.00000 22828.00| 0.80000 18262.40 TRAFFIC CONTROL DEVICE | | | 0145 636012-010 6.000 EA | 3.30000 19.80| 0.25000 1.50| 200.00000 1200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0150 636013-001 306.000 EA | 2.97000 908.82| 0.25000 76.50| 3.00000 918.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0155 636014-001 800.000 HR | 40.00000 32000.00| 45.00000 36000.00| 36.00000 28800.00 FLAGGER | | | 0160 636017-001 120.000 M | 59.00000 7080.00| 60.00000 7200.00| 65.00000 7800.00 TEMPORARY CONCRETE BARRIER | | | 0162 636019-001 72.000 M | 41.80000 3009.60| 40.00000 2880.00| 38.00000 2736.00 TEMPORARY GUARDRAIL BARRIER | | | 0170 636025-001 1200.000 DA | 1.38000 1656.00| 2.50000 3000.00| 1.10000 1320.00 WARNING LIGHTS, TYPE B | | | 0175 638002-001 6.000 EA | 100.00000 600.00| 100.00000 600.00| 250.00000 1500.00 RIGHT OF WAY MARKER | | | 0180 639001-001 LUMP| 15536.23000 15536.23| 25000.00000 25000.00| 30000.00000 30000.00 CONSTRUCTION LAYOUT STAKE | | | 0185 640001-001 20.000 MO | 800.00000 16000.00| 750.00000 15000.00| 1400.00000 28000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 62-1345425 |(3) 34-0420560 |SAVAGE CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 640003-001 LUMP| 300.00000 300.00| 1600.00000 1600.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0192 642004-004 3.200 KG | 88.00000 281.60| 100.00000 320.00| 80.00000 256.00 SEED MIXTURE, L | | | 0193 642005-001 12.000 MGR | 418.00000 5016.00| 450.00000 5400.00| 380.00000 4560.00 MULCH, STRAW OR HAY | | | 0194 642006-001 3.200 MGR | 363.00000 1161.60| 400.00000 1280.00| 330.00000 1056.00 FERTILIZER | | | 0195 642010-001 3.200 MGR | 77.00000 246.40| 100.00000 320.00| 70.00000 224.00 AGRICULTURAL LIMESTONE | | | 0196 642011-001 16.000 EA | 15.00000 240.00| 5.00000 80.00| 10.00000 160.00 HAY OR STRAW BALE | | | 0198 642012-001 564.000 M | 2.92000 1646.88| 7.00000 3948.00| 4.00000 2256.00 SILT FENCE | | | 0200 652001-001 0.630 MGR | 77.00000 48.51| 100.00000 63.00| 70.00000 44.10 AGRICULTURAL LIMESTONE | | | 0205 652002-001 0.630 MGR | 363.00000 228.69| 400.00000 252.00| 330.00000 207.90 FERTILIZER, 10-20-10 | | | 0210 652003-001 31.000 KG | 52.80000 1636.80| 75.00000 2325.00| 48.00000 1488.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0215 652004-001 0.960 MGR | 363.00000 348.48| 400.00000 384.00| 330.00000 316.80 STRAW OR HAY MULCH | | | 0217 681001-001 LUMP| 400.00000 400.00| 6000.00000 6000.00| 10000.00000 10000.00 ASBESTOS ABATEMENT, NUMBER (WATERLINE) | | | 0225 401001-001 AA1 2061.000 MGR | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0230 401001-002 AA2 1854.000 MGR | 59.14000 109645.56| 60.00000 111240.00| 54.00000 100116.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0235 402001-001 BB1 349.000 MGR | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0240 402001-002 BB2 317.000 MGR | 67.98000 21549.66| 68.00000 21556.00| 62.00000 19654.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0245 401007-001 CC1 164.000 MGR | | | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0250 401007-002 CC2 148.000 MGR | 67.98000 10061.04| 68.00000 10064.00| 62.00000 9176.00 MARSHALL SCRATCH COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 62-1345425 |(3) 34-0420560 |SAVAGE CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 401003-001 DD1 57.000 MGR | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0260 401003-002 DD2 52.000 MGR | 59.14000 3075.28| 60.00000 3120.00| 54.00000 2808.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 858,627.64| $ 1,035,127.00| $ 985,911.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING AND PAVEMENT MARKINGS | | | 0270 657008-001 14.000 M | 18.70000 261.80| 20.00000 280.00| 20.00000 280.00 2.98 KG CHANNEL POST | | | 0275 657010-001 54.000 M | 18.70000 1009.80| 20.00000 1080.00| 25.00000 1350.00 4.5 KG CHANNEL POST | | | 0280 657012-001 10.000 M | 28.60000 286.00| 30.00000 300.00| 30.00000 300.00 5.96 KG BACK TO BACK CHANNEL POST | | | 0285 657018-001 6.000 EA | 44.00000 264.00| 45.00000 270.00| 35.00000 210.00 POST REMOVAL | | | 0290 661001-001 8.000 M2 | 181.50000 1452.00| 200.00000 1600.00| 240.00000 1920.00 2 MM FLAT SHEET SIGN | | | 0295 661011-001 12.000 EA | 17.60000 211.20| 20.00000 240.00| 100.00000 1200.00 INSTALLATION OF REUSABLE SIGN | | | 0300 663001-004 1202.000 M | 0.61000 733.22| 1.00000 1202.00| 1.50000 1803.00 EDGE LINE, TYPE II WHITE | | | 0305 663002-005 100.000 M | 1.93000 193.00| 1.00000 100.00| 1.50000 150.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0310 663003-005 1200.000 M | 0.61000 732.00| 1.00000 1200.00| 1.50000 1800.00 BARRIER LINE, TYPE II | | | 0315 663004-004 200.000 M | 3.30000 660.00| 1.20000 240.00| 1.50000 300.00 CHANNELIZING LINE, TYPE II | | | 0320 663005-010 56.000 M | 53.90000 3018.40| 42.00000 2352.00| 36.00000 2016.00 STOP LINE, TYPE V | | | 0325 663007-004 156.000 M | 7.15000 1115.40| 22.00000 3432.00| 1.50000 234.00 STRIPE, TYPE II YELLOW | | | 0330 663010-010 9.000 EA | 253.00000 2277.00| 175.00000 1575.00| 150.00000 1350.00 LANE ARROW, TYPE V | | | 0335 663011-010 32.000 EA | 93.50000 2992.00| 65.00000 2080.00| 50.00000 1600.00 LANE LETTER, TYPE V | | | 0337 664001-008 2.000 EA | 3520.00000 7040.00| 3500.00000 7000.00| 3300.00000 6600.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 62-1345425 |(3) 34-0420560 |SAVAGE CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 22,245.82| $ 22,951.00| $ 21,113.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 WATERLINE RELOCATION | | | 0340 639001-001 LUMP| 948.18000 948.18| 10000.00000 10000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0345 670004-205 3.000 M | 94.68000 284.04| 125.00000 375.00| 200.00000 600.00 150 MM DUCTILE IRON PIPE, TYPE V, CLASS | | | 52 | | | 0350 670004-221 68.000 M | 187.00000 12716.00| 240.00000 16320.00| 220.00000 14960.00 200 MM DUCTILE IRON PIPE, TYPE I, CLASS | | | 52 | | | 0355 670004-241 83.400 M | 248.59000 20732.41| 300.00000 25020.00| 280.00000 23352.00 250 MM DUCTILE IRON PIPE TYPE I CLASS, | | | 52 | | | 0360 670009-200 1.000 EA | 629.50000 629.50| 800.00000 800.00| 700.00000 700.00 150 MM GATE VALVE AND VALVE BOX | | | 0365 670009-220 2.000 EA | 959.70000 1919.40| 1100.00000 2200.00| 1000.00000 2000.00 200 MM GATE VALVE AND VALVE BOX | | | 0370 670009-240 1.000 EA | 1382.66000 1382.66| 2000.00000 2000.00| 1600.00000 1600.00 250 MM GATE VALVE AND VALVE BOX | | | 0375 670010-320 30.000 M | 218.26000 6547.80| 275.00000 8250.00| 250.00000 7500.00 450 MM STEEL CASING PIPE, THICKNESS | | | 9.53MM | | | 0380 670013-200 1.000 EA | 1997.00000 1997.00| 3000.00000 3000.00| 2400.00000 2400.00 150 MM FIRE HYDRANT | | | 0385 670021-040 1.000 M | 270.21000 270.21| 500.00000 500.00| 350.00000 350.00 19 MM HOUSE CONNECTION | | | SECTION TOTALS | $ 47,427.20| $ 68,465.00| $ 58,462.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SANITARY SEWER RELOCATION | | | 0389 639001-001 LUMP| 1742.19000 1742.19| 10000.00000 10000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0390 675008-202 54.500 M | 203.27000 11078.22| 280.00000 15260.00| 250.00000 13625.00 150 MM DUCTILE IRON SEWER PIPE, TYPE II,| | | CLASS 51 | | | 0395 675008-260 12.500 M | 170.88000 2136.00| 240.00000 3000.00| 260.00000 3250.00 300 MM DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 52 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 62-1345425 |(3) 34-0420560 |SAVAGE CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 675008-291 70.000 M | 241.75000 16922.50| 300.00000 21000.00| 280.00000 19600.00 380 MM DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 52 | | | 0405 675014-001 3.000 EA | 2529.67000 7589.01| 3200.00000 9600.00| 3000.00000 9000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0407 675021-240 27.000 M | 191.70000 5175.90| 250.00000 6750.00| 250.00000 6750.00 250 MM STEEL CASING PIPE, THICKNESS | | | 4.76MM | | | 0410 675025-001 1.000 EA | 42500.00000 42500.00| 59000.00000 59000.00| 48000.00000 48000.00 SPECIAL STRUCTURE (2400MM X 1800MM) | | | SECTION TOTALS | $ 87,143.82| $ 124,610.00| $ 105,225.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BRIDGE #4137 | | | 0420 203001-000 LUMP| 45591.00000 45591.00| 60000.00000 60000.00| 120000.00000 120000.00 DISMANTLING STRUCTURE | | | 0423 211002-000 959.000 M3 | 39.00000 37401.00| 33.00000 31647.00| 40.00000 38360.00 ROCK BORROW EXCAVATION | | | 0425 212001-000 2735.000 M3 | 59.00000 161365.00| 21.00000 57435.00| 35.00000 95725.00 STRUCTURE EXCAVATION | | | 0427 212002-000 135.000 M3 | 85.00000 11475.00| 190.00000 25650.00| 90.00000 12150.00 WET EXCAVATION | | | 0430 212005-000 311.000 M3 | 77.00000 23947.00| 75.00000 23325.00| 85.00000 26435.00 SELECT MATERIAL FOR BACKFILLING | | | 0435 601002-001 991.000 M3 | 397.90000 394318.90| 500.00000 495500.00| 535.00000 530185.00 CLASS B CONCRETE | | | 0440 601003-001 393.000 M3 | 682.00000 268026.00| 755.00000 296715.00| 650.00000 255450.00 CLASS K CONCRETE | | | 0443 601003-003 31.000 M3 | 975.32000 30234.92| 850.00000 26350.00| 2000.00000 62000.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0445 602002-001 134519.000 KG | 1.58000 212540.02| 1.70000 228682.30| 1.60000 215230.40 EPOXY COATED REINFORCING STEEL BAR | | | 0450 603018-035 445.000 M | 750.00000 333750.00| 700.00000 311500.00| 640.00000 284800.00 1829 MM PRESTRESSED CONCRETE I BEAM | | | 0460 617003-001 87.000 M | 440.00000 38280.00| 198.00000 17226.00| 150.00000 13050.00 ALUMINUM RAILING | | | 0465 639001-001 LUMP| 32025.22000 32025.22| 17000.70000 17000.70| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 0475 679002-001 46.000 M3 | 942.00000 43332.00| 1200.00000 55200.00| 975.00000 44850.00 SPECIALIZED CONCRETE OVERLAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 62-1345425 |(3) 34-0420560 |SAVAGE CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 679006-001 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 TEST SLAB | | | SECTION TOTALS | $ 1,633,286.06| $ 1,648,231.00| $ 1,750,235.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 BOX CULVER #7599-1 | | | 0485 212001-000 360.000 M3 | 50.00000 18000.00| 25.00000 9000.00| 95.00000 34200.00 STRUCTURE EXCAVATION | | | 0487 307001-000 52.000 M3 | 103.85000 5400.20| 50.00000 2600.00| 60.00000 3120.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0490 601002-001 49.000 M3 | 539.00000 26411.00| 900.00000 44100.00| 1250.00000 61250.00 CLASS B CONCRETE | | | 0495 602002-001 4670.000 KG | 1.58000 7378.60| 2.00000 9340.00| 2.10000 9807.00 EPOXY COATED REINFORCING STEEL BAR | | | 0500 604070-128 17.150 M | 6200.00000 106330.00| 5300.00000 90895.00| 4800.00000 82320.00 4.5X2.4 M PRECAST CONCRETE BOX CULVERT | | | 0505 639001-001 LUMP| 3338.55000 3338.55| 8000.00000 8000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 166,858.35| $ 163,935.00| $ 195,697.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 ON THE JOB TRAINING | | | 0510 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 0010 COMPUTER SYSTEM | | | 0515 640004-001 LUMP| 1900.00000 1900.00| 4000.00000 4000.00| 4500.00000 4500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 1,900.00| $ 4,000.00| $ 4,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,818,288.89| $ 3,068,119.00| $ 3,121,944.10 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0487806 |(6) 31-4444098 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 84377.90000 84377.90| 160300.00000 160300.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 97400.00000 97400.00| 98800.00000 98800.00| 140000.00000 140000.00 MOBILIZATION | | | 0015 207001-001 1400.000 M3 | 22.00000 30800.00| 33.00000 46200.00| 12.45000 17430.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1084.000 M3 | 59.00000 63956.00| 49.00000 53116.00| 38.30000 41517.20 SUBGRADE | | | 0025 207034-000 6738.000 M2 | 1.50000 10107.00| 1.30000 8759.40| 1.30000 8759.40 FABRIC FOR SEPARATION | | | 0030 211001-000 4755.000 M3 | 13.00000 61815.00| 15.00000 71325.00| 14.72000 69993.60 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 2582.000 M3 | 25.00000 64550.00| 63.00000 162666.00| 34.02000 87839.64 ROCK BORROW EXCAVATION | | | 0040 307001-000 1936.000 M3 | 59.00000 114224.00| 59.00000 114224.00| 48.40000 93702.40 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 408002-001 423.000 L | 2.00000 846.00| 2.40000 1015.20| 2.15000 909.45 BITUMINOUS MATERIAL | | | 0055 502001-012 176.000 M2 | 200.00000 35200.00| 220.00000 38720.00| 161.85000 28485.60 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 604001-016 108.300 M | 170.00000 18411.00| 170.00000 18411.00| 138.07000 14952.98 450 MM METALLIC COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0065 604001-026 58.000 M | 380.00000 22040.00| 390.00000 22620.00| 293.09000 16999.22 1050 MM METALLIC COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0070 605001-001 4.000 EA | 5700.00000 22800.00| 4200.00000 16800.00| 3200.00000 12800.00 TYPE A MANHOLE | | | 0075 605004-001 5.000 EA | 1800.00000 9000.00| 1500.00000 7500.00| 2100.00000 10500.00 TYPE B INLET | | | 0080 605009-001 3.000 EA | 2800.00000 8400.00| 2100.00000 6300.00| 3750.00000 11250.00 TYPE G INLET | | | 0085 607001-001 320.000 M | 48.00000 15360.00| 42.00000 13440.00| 39.38000 12601.60 TYPE 1 GUARDRAIL, CLASS 1 | | | 0090 607006-001 4.000 EA | 800.00000 3200.00| 980.00000 3920.00| 900.00000 3600.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0100 607065-001 3.000 EA | 1200.00000 3600.00| 1500.00000 4500.00| 1550.00000 4650.00 FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0487806 |(6) 31-4444098 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 609001-001 473.000 M2 | 63.00000 29799.00| 55.00000 26015.00| 47.75000 22585.75 CONCRETE SIDEWALK | | | 0107 609002-001 48.000 M3 | 200.00000 9600.00| 96.00000 4608.00| 52.50000 2520.00 BED COURSE MATERIAL | | | 0110 610001-001 219.000 M | 110.00000 24090.00| 110.00000 24090.00| 88.65000 19414.35 PLAIN CONCRETE CURBING, TYPE I | | | 0115 610003-001 127.000 M | 100.00000 12700.00| 130.00000 16510.00| 91.94000 11676.38 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0120 610005-001 28.000 M | 35.00000 980.00| 43.00000 1204.00| 37.50000 1050.00 BITUMINOUS CURB, TYPE I | | | 0125 636007-001 2280.000 M | 1.15000 2622.00| 2.80000 6384.00| 1.25000 2850.00 ERADICATION OF PAVEMENT MARKING | | | 0130 636008-001 2280.000 M | 1.00000 2280.00| 1.10000 2508.00| 1.05000 2394.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0135 636009-001 2280.000 M | 3.10000 7068.00| 4.30000 9804.00| 3.30000 7524.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE TYPE VII B | | | 0140 636011-001 22828.000 UN | 1.00000 22828.00| 0.98000 22371.44| 1.05000 23969.40 TRAFFIC CONTROL DEVICE | | | 0145 636012-010 6.000 EA | 100.00000 600.00| 370.00000 2220.00| 107.00000 642.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0150 636013-001 306.000 EA | 1.00000 306.00| 3.70000 1132.20| 1.07000 327.42 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0155 636014-001 800.000 HR | 40.00000 32000.00| 45.00000 36000.00| 39.00000 31200.00 FLAGGER | | | 0160 636017-001 120.000 M | 80.00000 9600.00| 67.00000 8040.00| 67.00000 8040.00 TEMPORARY CONCRETE BARRIER | | | 0162 636019-001 72.000 M | 38.00000 2736.00| 46.00000 3312.00| 33.00000 2376.00 TEMPORARY GUARDRAIL BARRIER | | | 0170 636025-001 1200.000 DA | 1.25000 1500.00| 2.00000 2400.00| 1.35000 1620.00 WARNING LIGHTS, TYPE B | | | 0175 638002-001 6.000 EA | 43.00000 258.00| 49.00000 294.00| 130.00000 780.00 RIGHT OF WAY MARKER | | | 0180 639001-001 LUMP| 25000.00000 25000.00| 13500.00000 13500.00| 65000.00000 65000.00 CONSTRUCTION LAYOUT STAKE | | | 0185 640001-001 20.000 MO | 1340.00000 26800.00| 790.00000 15800.00| 800.00000 16000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0487806 |(6) 31-4444098 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 640003-001 LUMP| 925.00000 925.00| 1300.00000 1300.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0192 642004-004 3.200 KG | 80.00000 256.00| 98.00000 313.60| 17.50000 56.00 SEED MIXTURE, L | | | 0193 642005-001 12.000 MGR | 380.00000 4560.00| 460.00000 5520.00| 165.00000 1980.00 MULCH, STRAW OR HAY | | | 0194 642006-001 3.200 MGR | 330.00000 1056.00| 400.00000 1280.00| 563.20000 1802.24 FERTILIZER | | | 0195 642010-001 3.200 MGR | 70.00000 224.00| 85.00000 272.00| 50.60000 161.92 AGRICULTURAL LIMESTONE | | | 0196 642011-001 16.000 EA | 10.00000 160.00| 16.00000 256.00| 4.50000 72.00 HAY OR STRAW BALE | | | 0198 642012-001 564.000 M | 8.00000 4512.00| 7.50000 4230.00| 8.70000 4906.80 SILT FENCE | | | 0200 652001-001 0.630 MGR | 70.00000 44.10| 85.00000 53.55| 38.50000 24.25 AGRICULTURAL LIMESTONE | | | 0205 652002-001 0.630 MGR | 330.00000 207.90| 400.00000 252.00| 330.00000 207.90 FERTILIZER, 10-20-10 | | | 0210 652003-001 31.000 KG | 48.00000 1488.00| 59.00000 1829.00| 2.68000 83.08 SEED MIXTURES, B, C-1, OR C-2 | | | 0215 652004-001 0.960 MGR | 330.00000 316.80| 400.00000 384.00| 319.00000 306.24 STRAW OR HAY MULCH | | | 0217 681001-001 LUMP| 2800.00000 2800.00| 6100.00000 6100.00| 6000.00000 6000.00 ASBESTOS ABATEMENT, NUMBER (WATERLINE) | | | 0225 401001-001 AA1 2061.000 MGR | 50.00000 103050.00| 61.00000 125721.00| 53.65000 110572.65 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0230 401001-002 AA2 1854.000 MGR | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0235 402001-001 BB1 349.000 MGR | 70.00000 24430.00| 85.00000 29665.00| 75.12000 26216.88 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0240 402001-002 BB2 317.000 MGR | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0245 401007-001 CC1 164.000 MGR | 60.00000 9840.00| 73.00000 11972.00| 64.25000 10537.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0250 401007-002 CC2 148.000 MGR | | | MARSHALL SCRATCH COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0487806 |(6) 31-4444098 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 401003-001 DD1 57.000 MGR | 60.00000 3420.00| 73.00000 4161.00| 64.25000 3662.25 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0260 401003-002 DD2 52.000 MGR | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 1,034,143.70| $ 1,238,118.39| $ 1,016,549.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING AND PAVEMENT MARKINGS | | | 0270 657008-001 14.000 M | 21.50000 301.00| 24.00000 336.00| 26.50000 371.00 2.98 KG CHANNEL POST | | | 0275 657010-001 54.000 M | 25.00000 1350.00| 31.00000 1674.00| 31.60000 1706.40 4.5 KG CHANNEL POST | | | 0280 657012-001 10.000 M | 27.50000 275.00| 37.00000 370.00| 58.60000 586.00 5.96 KG BACK TO BACK CHANNEL POST | | | 0285 657018-001 6.000 EA | 37.00000 222.00| 43.00000 258.00| 50.00000 300.00 POST REMOVAL | | | 0290 661001-001 8.000 M2 | 200.00000 1600.00| 290.00000 2320.00| 477.00000 3816.00 2 MM FLAT SHEET SIGN | | | 0295 661011-001 12.000 EA | 55.00000 660.00| 120.00000 1440.00| 53.50000 642.00 INSTALLATION OF REUSABLE SIGN | | | 0300 663001-004 1202.000 M | 0.75000 901.50| 1.80000 2163.60| 0.83000 997.66 EDGE LINE, TYPE II WHITE | | | 0305 663002-005 100.000 M | 0.75000 75.00| 1.80000 180.00| 0.83000 83.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0310 663003-005 1200.000 M | 0.75000 900.00| 1.80000 2160.00| 0.83000 996.00 BARRIER LINE, TYPE II | | | 0315 663004-004 200.000 M | 1.00000 200.00| 1.80000 360.00| 1.10000 220.00 CHANNELIZING LINE, TYPE II | | | 0320 663005-010 56.000 M | 39.10000 2189.60| 44.00000 2464.00| 41.75000 2338.00 STOP LINE, TYPE V | | | 0325 663007-004 156.000 M | 19.00000 2964.00| 1.80000 280.80| 20.45000 3190.20 STRIPE, TYPE II YELLOW | | | 0330 663010-010 9.000 EA | 150.00000 1350.00| 180.00000 1620.00| 161.00000 1449.00 LANE ARROW, TYPE V | | | 0335 663011-010 32.000 EA | 58.00000 1856.00| 61.00000 1952.00| 62.25000 1992.00 LANE LETTER, TYPE V | | | 0337 664001-008 2.000 EA | 4960.00000 9920.00| 3900.00000 7800.00| 7500.00000 15000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0487806 |(6) 31-4444098 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 24,764.10| $ 25,378.40| $ 33,687.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 WATERLINE RELOCATION | | | 0340 639001-001 LUMP| 5000.00000 5000.00| 2700.00000 2700.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0345 670004-205 3.000 M | 675.00000 2025.00| 210.00000 630.00| 250.00000 750.00 150 MM DUCTILE IRON PIPE, TYPE V, CLASS | | | 52 | | | 0350 670004-221 68.000 M | 275.00000 18700.00| 190.00000 12920.00| 125.00000 8500.00 200 MM DUCTILE IRON PIPE, TYPE I, CLASS | | | 52 | | | 0355 670004-241 83.400 M | 250.00000 20850.00| 230.00000 19182.00| 175.00000 14595.00 250 MM DUCTILE IRON PIPE TYPE I CLASS, | | | 52 | | | 0360 670009-200 1.000 EA | 890.00000 890.00| 1200.00000 1200.00| 600.00000 600.00 150 MM GATE VALVE AND VALVE BOX | | | 0365 670009-220 2.000 EA | 1100.00000 2200.00| 1500.00000 3000.00| 750.00000 1500.00 200 MM GATE VALVE AND VALVE BOX | | | 0370 670009-240 1.000 EA | 1400.00000 1400.00| 2000.00000 2000.00| 950.00000 950.00 250 MM GATE VALVE AND VALVE BOX | | | 0375 670010-320 30.000 M | 740.00000 22200.00| 440.00000 13200.00| 185.00000 5550.00 450 MM STEEL CASING PIPE, THICKNESS | | | 9.53MM | | | 0380 670013-200 1.000 EA | 2500.00000 2500.00| 4000.00000 4000.00| 2500.00000 2500.00 150 MM FIRE HYDRANT | | | 0385 670021-040 1.000 M | 725.00000 725.00| 270.00000 270.00| 175.00000 175.00 19 MM HOUSE CONNECTION | | | SECTION TOTALS | $ 76,490.00| $ 59,102.00| $ 40,120.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SANITARY SEWER RELOCATION | | | 0389 639001-001 LUMP| 5000.00000 5000.00| 2700.00000 2700.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | 0390 675008-202 54.500 M | 250.00000 13625.00| 230.00000 12535.00| 115.00000 6267.50 150 MM DUCTILE IRON SEWER PIPE, TYPE II,| | | CLASS 51 | | | 0395 675008-260 12.500 M | 250.00000 3125.00| 310.00000 3875.00| 125.00000 1562.50 300 MM DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 52 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0487806 |(6) 31-4444098 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 675008-291 70.000 M | 420.00000 29400.00| 390.00000 27300.00| 140.00000 9800.00 380 MM DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 52 | | | 0405 675014-001 3.000 EA | 3300.00000 9900.00| 2200.00000 6600.00| 1500.00000 4500.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0407 675021-240 27.000 M | 640.00000 17280.00| 290.00000 7830.00| 140.00000 3780.00 250 MM STEEL CASING PIPE, THICKNESS | | | 4.76MM | | | 0410 675025-001 1.000 EA | 60000.00000 60000.00| 32300.00000 32300.00| 55000.00000 55000.00 SPECIAL STRUCTURE (2400MM X 1800MM) | | | SECTION TOTALS | $ 138,330.00| $ 93,140.00| $ 84,910.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BRIDGE #4137 | | | 0420 203001-000 LUMP| 100000.00000 100000.00| 231000.00000 231000.00| 317000.00000 317000.00 DISMANTLING STRUCTURE | | | 0423 211002-000 959.000 M3 | 22.00000 21098.00| 70.00000 67130.00| 39.26000 37650.34 ROCK BORROW EXCAVATION | | | 0425 212001-000 2735.000 M3 | 35.00000 95725.00| 29.00000 79315.00| 35.24000 96381.40 STRUCTURE EXCAVATION | | | 0427 212002-000 135.000 M3 | 185.00000 24975.00| 77.00000 10395.00| 52.45000 7080.75 WET EXCAVATION | | | 0430 212005-000 311.000 M3 | 95.00000 29545.00| 93.00000 28923.00| 78.53000 24422.83 SELECT MATERIAL FOR BACKFILLING | | | 0435 601002-001 991.000 M3 | 430.00000 426130.00| 420.00000 416220.00| 758.51000 751683.41 CLASS B CONCRETE | | | 0440 601003-001 393.000 M3 | 650.00000 255450.00| 730.00000 286890.00| 804.36000 316113.48 CLASS K CONCRETE | | | 0443 601003-003 31.000 M3 | 1300.00000 40300.00| 1500.00000 46500.00| 895.45000 27758.95 CLASS K CONCRETE, ARCHITECTURAL | | | 0445 602002-001 134519.000 KG | 1.80000 242134.20| 1.70000 228682.30| 1.57000 211194.83 EPOXY COATED REINFORCING STEEL BAR | | | 0450 603018-035 445.000 M | 960.00000 427200.00| 750.00000 333750.00| 725.00000 322625.00 1829 MM PRESTRESSED CONCRETE I BEAM | | | 0460 617003-001 87.000 M | 210.00000 18270.00| 210.00000 18270.00| 164.00000 14268.00 ALUMINUM RAILING | | | 0465 639001-001 LUMP| 5000.00000 5000.00| 13500.00000 13500.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0475 679002-001 46.000 M3 | 1125.00000 51750.00| 1200.00000 55200.00| 1320.00000 60720.00 SPECIALIZED CONCRETE OVERLAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218146R1 COUNTIES : OHIO LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0487806 |(6) 31-4444098 |AHERN & ASSOCIATES |ORDERS CONSTRUCTION COMPANY,|ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 679006-001 LUMP| 500.00000 500.00| 2800.00000 2800.00| 3000.00000 3000.00 TEST SLAB | | | SECTION TOTALS | $ 1,738,077.20| $ 1,818,575.30| $ 2,204,898.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 BOX CULVER #7599-1 | | | 0485 212001-000 360.000 M3 | 30.00000 10800.00| 52.00000 18720.00| 35.24000 12686.40 STRUCTURE EXCAVATION | | | 0487 307001-000 52.000 M3 | 200.00000 10400.00| 140.00000 7280.00| 49.70000 2584.40 AGGREGATE BASE COURSE, CLASS 1 | | | 0490 601002-001 49.000 M3 | 570.00000 27930.00| 930.00000 45570.00| 757.56000 37120.44 CLASS B CONCRETE | | | 0495 602002-001 4670.000 KG | 2.00000 9340.00| 1.70000 7939.00| 1.70000 7939.00 EPOXY COATED REINFORCING STEEL BAR | | | 0500 604070-128 17.150 M | 9500.00000 162925.00| 5700.00000 97755.00| 5670.00000 97240.50 4.5X2.4 M PRECAST CONCRETE BOX CULVERT | | | 0505 639001-001 LUMP| 5000.00000 5000.00| 2200.00000 2200.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 226,395.00| $ 179,464.00| $ 161,570.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 ON THE JOB TRAINING | | | 0510 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 0010 COMPUTER SYSTEM | | | 0515 640004-001 LUMP| 4000.00000 4000.00| 3200.00000 3200.00| 6000.00000 6000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 3,200.00| $ 6,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,243,000.00| $ 3,417,778.09| $ 3,548,536.59 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9903201R1 COUNTIES : NICHOLAS LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : PETERS CREEK BRIDGE PROJECT(S) : S334-0129/00-000.01 00 LOCATION: BEGIN: INTERSECTION WV 39 ENDS: 0.11 M S WV 39 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0417282 TURMAN CONSTRUCTION CO. $ 516,752.38 100.0000% 2 55-0674033 SMH CONSTRUCTION CO., INC. $ 526,772.89 101.9391% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 568,637.40 110.0405% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 575,171.00 111.3049% 5 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 609,120.00 117.8746% 6 55-0663428 MEADOWS STONE & PAVING, INC. $ 665,403.22 128.7663% 7 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 680,785.59 131.7430% 55-0671461 HOKE BROTHERS CONTRACTING IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9903201R1 COUNTIES : NICHOLAS LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 55-0674033 |(3) 55-0710073 |TURMAN CONSTRUCTION CO. |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 10000.00000 10000.00| 3050.00000 3050.00| 14000.00000 14000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 500.00000 500.00| 300.00000 300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, | | | 0015 203001-000 LUMP| 10000.00000 10000.00| 4300.00000 4300.00| 6000.00000 6000.00 DISMANTLING STRUCTURE | | | 0020 204001-000 LUMP| 12000.00000 12000.00| 29000.00000 29000.00| 16250.00000 16250.00 MOBILIZATION | | | 0025 207001-001 984.000 CY | 8.00000 7872.00| 8.50000 8364.00| 15.00000 14760.00 UNCLASSIFIED EXCAVATION | | | 0030 207002-000 151.000 CY | 35.00000 5285.00| 33.60000 5073.60| 35.00000 5285.00 SUBGRADE | | | 0035 207034-000 206.000 SY | 1.50000 309.00| 1.00000 206.00| 3.00000 618.00 FABRIC FOR SEPARATION | | | 0040 208001-000 1.000 EA | 20000.00000 20000.00| 11100.00000 11100.00| 26000.00000 26000.00 STORAGE TANK REMOVAL | | | 0045 211001-000 515.000 CY | 16.00000 8240.00| 14.50000 7467.50| 0.01000 5.15 UNCLASSIFIED BORROW EXCAVATION | | | 0050 211003-000 387.000 CY | 45.00000 17415.00| 23.10000 8939.70| 30.00000 11610.00 SELECT BORROW EXCAVATION | | | 0055 212001-000 300.000 CY | 40.00000 12000.00| 14.50000 4350.00| 15.00000 4500.00 STRUCTURE EXCAVATION | | | 0060 212005-000 198.000 CY | 55.00000 10890.00| 60.60000 11998.80| 60.00000 11880.00 SELECT MATERIAL FOR BACKFILLING | | | 0065 218003-000 191.000 CY | 150.00000 28650.00| 113.70000 21716.70| 125.00000 23875.00 GABION | | | 0070 307001-000 174.000 CY | 35.00000 6090.00| 42.70000 7429.80| 60.00000 10440.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0075 308001-000 108.000 TN | 20.00000 2160.00| 32.10000 3466.80| 30.00000 3240.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0080 401001-001 AA1 474.000 TN | 48.00000 22752.00| 54.15000 25667.10| 55.00000 26070.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE | | | 0085 401001-002 AA2 427.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE | | | 0090 401002-001 BB1 133.000 TN | 52.00000 6916.00| 58.65000 7800.45| 55.00000 7315.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9903201R1 COUNTIES : NICHOLAS LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 55-0674033 |(3) 55-0710073 |TURMAN CONSTRUCTION CO. |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401002-002 BB2 120.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE | | | 0100 408002-001 50.000 GA | 1.00000 50.00| 1.10000 55.00| 1.00000 50.00 BITUMINOUS MATERIAL | | | 0105 415005-001 34.000 SY | 20.00000 680.00| 9.00000 306.00| 8.00000 272.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0110 601002-001 303.000 CY | 300.00000 90900.00| 265.00000 80295.00| 395.00000 119685.00 CLASS B CONCRETE | | | 0115 602001-001 13769.000 LB | 0.85000 11703.65| 0.71000 9775.99| 0.85000 11703.65 REINFORCING STEEL BAR | | | 0120 602002-001 6643.000 LB | 0.95000 6310.85| 0.85000 5646.55| 0.95000 6310.85 EPOXY COATED REINFORCING STEEL BAR | | | 0125 603016-011 1235.000 LF | 100.00000 123500.00| 103.50000 127822.50| 114.00000 140790.00 21X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0130 604001-012 7.000 LF | 55.00000 385.00| 39.40000 275.80| 50.00000 350.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0135 604001-020 30.000 LF | 125.00000 3750.00| 100.70000 3021.00| 100.00000 3000.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0140 604054-124 37.000 LF | 380.00000 14060.00| 530.00000 19610.00| 500.00000 18500.00 36 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | 0145 605009-001 2.000 EA | 2000.00000 4000.00| 1498.50000 2997.00| 1600.00000 3200.00 TYPE G INLET | | | 0150 605041-012 30.000 LF | 155.00000 4650.00| 99.75000 2992.50| 75.00000 2250.00 15 INCH SLOT INLET RISER | | | 0155 606002-004 CC1 205.000 LF | 25.00000 5125.00| | 6 INCH BITUMINOUS COATED CORRUGATED | | | STEEL PIPE FOR UNDERDRAIN | | | 0160 606027-004 CC2 205.000 LF | | 24.40000 5002.00| 18.00000 3690.00 6 INCH CORRUGATED POLYETHYLENE | | | UNDERDRAINAGE PIPE | | | 0165 607001-001 25.000 LF | 22.00000 550.00| 24.80000 620.00| 25.00000 625.00 TYPE 1 GUARDRAIL, CLASS | | | 0170 607001-002 400.000 LF | 23.00000 9200.00| 22.50000 9000.00| 22.00000 8800.00 TYPE 1 GUARDRAIL AT BRIDGE, CLASS | | | 0175 607009-001 137.500 LF | 4.25000 584.38| 4.50000 618.75| 4.50000 618.75 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0180 607010-020 175.000 LF | 1.00000 175.00| 1.10000 192.50| 1.00000 175.00 GUARDRAIL REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9903201R1 COUNTIES : NICHOLAS LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 55-0674033 |(3) 55-0710073 |TURMAN CONSTRUCTION CO. |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0183 616005-003 1140.000 LF | 42.50000 48450.00| 68.30000 77862.00| 50.00000 57000.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0190 636001-001 LUMP| 4500.00000 4500.00| 9750.00000 9750.00| 6000.00000 6000.00 TRAFFIC CONTROL | | | 0195 639001-001 LUMP| 5000.00000 5000.00| 5650.00000 5650.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0200 642011-001 221.000 EA | 5.00000 1105.00| 16.85000 3723.85| 5.00000 1105.00 HAY OR STRAW BALE | | | 0205 642012-001 663.000 LF | 1.50000 994.50| 2.00000 1326.00| 1.00000 663.00 SILT FENCE | | | SECTION TOTALS | $ 516,752.38| $ 526,772.89| $ 568,637.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 516,752.38| $ 526,772.89| $ 568,637.40 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9903201R1 COUNTIES : NICHOLAS LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 55-0731306 |(6) 55-0663428 |BILCO CONSTRUCTION COMPANY, |C.L. BELT CONSTRUCTION, INC.|MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 11500.50000 11500.50| 4000.00000 4000.00| 13000.00000 13000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1500.00000 1500.00| 3177.89000 3177.89| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, | | | 0015 203001-000 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 43000.00000 43000.00 DISMANTLING STRUCTURE | | | 0020 204001-000 LUMP| 10000.00000 10000.00| 35000.00000 35000.00| 15000.00000 15000.00 MOBILIZATION | | | 0025 207001-001 984.000 CY | 7.00000 6888.00| 20.00000 19680.00| 15.00000 14760.00 UNCLASSIFIED EXCAVATION | | | 0030 207002-000 151.000 CY | 40.00000 6040.00| 38.00000 5738.00| 45.00000 6795.00 SUBGRADE | | | 0035 207034-000 206.000 SY | 2.00000 412.00| 1.25000 257.50| 2.75000 566.50 FABRIC FOR SEPARATION | | | 0040 208001-000 1.000 EA | 30000.00000 30000.00| 29000.00000 29000.00| 26225.00000 26225.00 STORAGE TANK REMOVAL | | | 0045 211001-000 515.000 CY | 7.00000 3605.00| 20.00000 10300.00| 18.00000 9270.00 UNCLASSIFIED BORROW EXCAVATION | | | 0050 211003-000 387.000 CY | 25.00000 9675.00| 40.00000 15480.00| 39.00000 15093.00 SELECT BORROW EXCAVATION | | | 0055 212001-000 300.000 CY | 10.00000 3000.00| 13.00000 3900.00| 25.00000 7500.00 STRUCTURE EXCAVATION | | | 0060 212005-000 198.000 CY | 70.00000 13860.00| 55.00000 10890.00| 90.00000 17820.00 SELECT MATERIAL FOR BACKFILLING | | | 0065 218003-000 191.000 CY | 50.00000 9550.00| 130.00000 24830.00| 156.00000 29796.00 GABION | | | 0070 307001-000 174.000 CY | 40.00000 6960.00| 40.00000 6960.00| 45.00000 7830.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0075 308001-000 108.000 TN | 25.00000 2700.00| 20.00000 2160.00| 23.50000 2538.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0080 401001-001 AA1 474.000 TN | 55.00000 26070.00| 53.46000 25340.04| 43.00000 20382.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE | | | 0085 401001-002 AA2 427.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE | | | 0090 401002-001 BB1 133.000 TN | 60.00000 7980.00| 54.84000 7293.72| 45.00000 5985.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9903201R1 COUNTIES : NICHOLAS LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 55-0731306 |(6) 55-0663428 |BILCO CONSTRUCTION COMPANY, |C.L. BELT CONSTRUCTION, INC.|MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401002-002 BB2 120.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE | | | 0100 408002-001 50.000 GA | 2.00000 100.00| 1.00000 50.00| 1.00000 50.00 BITUMINOUS MATERIAL | | | 0105 415005-001 34.000 SY | 10.00000 340.00| 8.00000 272.00| 50.00000 1700.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0110 601002-001 303.000 CY | 360.00000 109080.00| 395.00000 119685.00| 472.00000 143016.00 CLASS B CONCRETE | | | 0115 602001-001 13769.000 LB | 0.70000 9638.30| 0.60000 8261.40| 0.88000 12116.72 REINFORCING STEEL BAR | | | 0120 602002-001 6643.000 LB | 0.80000 5314.40| 0.65000 4317.95| 1.00000 6643.00 EPOXY COATED REINFORCING STEEL BAR | | | 0125 603016-011 1235.000 LF | 134.50000 166107.50| 115.00000 142025.00| 110.00000 135850.00 21X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0130 604001-012 7.000 LF | 100.00000 700.00| 25.00000 175.00| 78.00000 546.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0135 604001-020 30.000 LF | 70.00000 2100.00| 45.00000 1350.00| 120.00000 3600.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0140 604054-124 37.000 LF | 550.00000 20350.00| 385.00000 14245.00| 420.00000 15540.00 36 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | 0145 605009-001 2.000 EA | 2000.00000 4000.00| 1200.00000 2400.00| 2000.00000 4000.00 TYPE G INLET | | | 0150 605041-012 30.000 LF | 65.00000 1950.00| 50.00000 1500.00| 107.00000 3210.00 15 INCH SLOT INLET RISER | | | 0155 606002-004 CC1 205.000 LF | | | 11.40000 2337.00 6 INCH BITUMINOUS COATED CORRUGATED | | | STEEL PIPE FOR UNDERDRAIN | | | 0160 606027-004 CC2 205.000 LF | 8.00000 1640.00| 4.00000 820.00| 6 INCH CORRUGATED POLYETHYLENE | | | UNDERDRAINAGE PIPE | | | 0165 607001-001 25.000 LF | 30.00000 750.00| 29.70000 742.50| 50.00000 1250.00 TYPE 1 GUARDRAIL, CLASS | | | 0170 607001-002 400.000 LF | 30.00000 12000.00| 14.50000 5800.00| 12.00000 4800.00 TYPE 1 GUARDRAIL AT BRIDGE, CLASS | | | 0175 607009-001 137.500 LF | 10.00000 1375.00| 3.50000 481.25| 18.00000 2475.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0180 607010-020 175.000 LF | 1.00000 175.00| 1.00000 175.00| 5.00000 875.00 GUARDRAIL REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9903201R1 COUNTIES : NICHOLAS LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 55-0731306 |(6) 55-0663428 |BILCO CONSTRUCTION COMPANY, |C.L. BELT CONSTRUCTION, INC.|MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0183 616005-003 1140.000 LF | 40.00000 45600.00| 65.00000 74100.00| 61.00000 69540.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0190 636001-001 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| 12200.00000 12200.00 TRAFFIC CONTROL | | | 0195 639001-001 LUMP| 17500.30000 17500.30| 5000.00000 5000.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKE | | | 0200 642011-001 221.000 EA | 4.00000 884.00| 4.00000 884.00| 5.00000 1105.00 HAY OR STRAW BALE | | | 0205 642012-001 663.000 LF | 2.00000 1326.00| 1.25000 828.75| 3.00000 1989.00 SILT FENCE | | | SECTION TOTALS | $ 575,171.00| $ 609,120.00| $ 665,403.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 575,171.00| $ 609,120.00| $ 665,403.22 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9903201R1 COUNTIES : NICHOLAS LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 36470.00000 36470.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1100.00000 1100.00| | BUILDING DEMOLITION NUMBER, | | | 0015 203001-000 LUMP| 21700.00000 21700.00| | DISMANTLING STRUCTURE | | | 0020 204001-000 LUMP| 20400.00000 20400.00| | MOBILIZATION | | | 0025 207001-001 984.000 CY | 11.00000 10824.00| | UNCLASSIFIED EXCAVATION | | | 0030 207002-000 151.000 CY | 43.00000 6493.00| | SUBGRADE | | | 0035 207034-000 206.000 SY | 3.00000 618.00| | FABRIC FOR SEPARATION | | | 0040 208001-000 1.000 EA | 28600.00000 28600.00| | STORAGE TANK REMOVAL | | | 0045 211001-000 515.000 CY | 21.00000 10815.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0050 211003-000 387.000 CY | 75.00000 29025.00| | SELECT BORROW EXCAVATION | | | 0055 212001-000 300.000 CY | 44.00000 13200.00| | STRUCTURE EXCAVATION | | | 0060 212005-000 198.000 CY | 65.00000 12870.00| | SELECT MATERIAL FOR BACKFILLING | | | 0065 218003-000 191.000 CY | 130.00000 24830.00| | GABION | | | 0070 307001-000 174.000 CY | 56.00000 9744.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0075 308001-000 108.000 TN | 43.00000 4644.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0080 401001-001 AA1 474.000 TN | 54.00000 25596.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE | | | 0085 401001-002 AA2 427.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE | | | 0090 401002-001 BB1 133.000 TN | 55.00000 7315.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9903201R1 COUNTIES : NICHOLAS LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401002-002 BB2 120.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE | | | 0100 408002-001 50.000 GA | 1.10000 55.00| | BITUMINOUS MATERIAL | | | 0105 415005-001 34.000 SY | 8.90000 302.60| | REMOVE EXISTING PAVEMENT SURFACE | | | 0110 601002-001 303.000 CY | 410.00000 124230.00| | CLASS B CONCRETE | | | 0115 602001-001 13769.000 LB | 0.74000 10189.06| | REINFORCING STEEL BAR | | | 0120 602002-001 6643.000 LB | 0.86000 5712.98| | EPOXY COATED REINFORCING STEEL BAR | | | 0125 603016-011 1235.000 LF | 110.00000 135850.00| | 21X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0130 604001-012 7.000 LF | 91.00000 637.00| | 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0135 604001-020 30.000 LF | 270.00000 8100.00| | 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0140 604054-124 37.000 LF | 500.00000 18500.00| | 36 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | 0145 605009-001 2.000 EA | 1800.00000 3600.00| | TYPE G INLET | | | 0150 605041-012 30.000 LF | 110.00000 3300.00| | 15 INCH SLOT INLET RISER | | | 0155 606002-004 CC1 205.000 LF | | | 6 INCH BITUMINOUS COATED CORRUGATED | | | STEEL PIPE FOR UNDERDRAIN | | | 0160 606027-004 CC2 205.000 LF | 41.00000 8405.00| | 6 INCH CORRUGATED POLYETHYLENE | | | UNDERDRAINAGE PIPE | | | 0165 607001-001 25.000 LF | 26.00000 650.00| | TYPE 1 GUARDRAIL, CLASS | | | 0170 607001-002 400.000 LF | 24.00000 9600.00| | TYPE 1 GUARDRAIL AT BRIDGE, CLASS | | | 0175 607009-001 137.500 LF | 4.70000 646.25| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0180 607010-020 175.000 LF | 1.10000 192.50| | GUARDRAIL REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/01 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9903201R1 COUNTIES : NICHOLAS LETTING DATE : 12/18/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0183 616005-003 1140.000 LF | 64.00000 72960.00| | HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0190 636001-001 LUMP| 3300.00000 3300.00| | TRAFFIC CONTROL | | | 0195 639001-001 LUMP| 4300.00000 4300.00| | CONSTRUCTION LAYOUT STAKE | | | 0200 642011-001 221.000 EA | 17.00000 3757.00| | HAY OR STRAW BALE | | | 0205 642012-001 663.000 LF | 3.40000 2254.20| | SILT FENCE | | | SECTION TOTALS | $ 680,785.59| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 680,785.59| | ====================================================================================================================================