1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CORRIDOR H, CO 23/8 - BRIDGE #4276 PROJECT(S) : X316-000H/00-117.40 06 0APD 0484 211 C00 LOCATION: CO 23/8 - 0.34 MI N BR 4276/LOST RIVER 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0461872 POLINO CONTRACTING, INC. $ 18,549,090.70 100.0000% 2 61-0874665 ELMO GREER & SONS, LLC $ 18,695,763.98 100.7907% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 19,455,691.67 104.8875% 4 55-0328627 J. F. ALLEN COMPANY $ 19,743,872.24 106.4411% 5 04-3527864 ATCON NORTHEAST, INC. $ 20,484,598.10 110.4345% 6 25-1355037 DICK CORPORATION $ 20,558,119.75 110.8308% 7 55-0345840 VECELLIO & GROGAN, INC. $ 21,361,407.34 115.1614% 8 23-1374051 NEW ENTERPRISE STONE & LIME CO., INC. $ 21,862,187.27 117.8612% 9 25-1021993 TRUMBULL CORPORATION $ 23,096,413.28 124.5150% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 525000.00000 525000.00| 368000.00000 368000.00| 873830.00000 873830.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 34/18 | | | 0015 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 34/19 | | | 0025 202002-000 LUMP| 1500.00000 1500.00| 1400.00000 1400.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 34/18 | | | 0030 202002-000 LUMP| 1500.00000 1500.00| 1400.00000 1400.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 36/21 | | | 0035 202002-000 LUMP| 1500.00000 1500.00| 1400.00000 1400.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 39/25 | | | 0040 202003-000 LUMP| 1500.00000 1500.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT NUMBER, 34/18 | | | 0045 202003-000 LUMP| 1500.00000 1500.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT NUMBER, 36/21 | | | 0050 202003-000 LUMP| 1500.00000 1500.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT NUMBER, 39/25 | | | 0055 204001-000 LUMP| 190000.00000 190000.00| 91000.00000 91000.00| 275000.00000 275000.00 MOBILIZATION | | | 0060 207001-001 2220880.000 M3 | 2.90000 6440552.00| 3.38000 7506574.40| 3.00000 6662640.00 UNCLASSIFIED EXCAVATION | | | 0065 207002-000 12679.000 M3 | 36.85000 467221.15| 25.00000 316975.00| 28.00000 355012.00 SUBGRADE | | | 0070 207034-000 108425.000 M2 | 1.10000 119267.50| 1.10000 119267.50| 1.20000 130110.00 FABRIC FOR SEPARATION | | | 0075 211001-000 298362.000 M3 | 0.01000 2983.62| 0.01000 2983.62| 0.01000 2983.62 UNCLASSIFIED BORROW EXCAVATION | | | 0080 211008-000 1023.000 MGR | 22.35000 22864.05| 15.00000 15345.00| 22.00000 22506.00 ROCK BORROW EXCAVATION | | | 0085 307001-000 2682.000 M3 | 44.50000 119349.00| 32.00000 85824.00| 36.50000 97893.00 AGGREGATE BASE COURSE, CLASS I | | | 0095 311006-001 8571.000 M3 | 62.50000 535687.50| 59.00000 505689.00| 64.00000 548544.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0105 501010-001 4.000 EA | 2600.00000 10400.00| 2800.00000 11200.00| 3200.00000 12800.00 BRIDGE APPROACH EXPANSION JOINT | | | 0110 502001-012 264.000 M2 | 169.50000 44748.00| 165.00000 43560.00| 180.00000 47520.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 601002-001 152.000 M3 | 1350.00000 205200.00| 1180.00000 179360.00| 1475.00000 224200.00 CLASS B CONCRETE | | | 0120 604002-016 37.000 M | 155.00000 5735.00| 111.00000 4107.00| 125.00000 4625.00 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0125 604002-020 16.000 M | 200.00000 3200.00| 129.00000 2064.00| 135.00000 2160.00 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0140 604004-024 307.000 M | 220.00000 67540.00| 210.00000 64470.00| 215.00000 66005.00 900 MM FULL BITUMINOUS COATED AND PAVED | | | INVERT CORRUGATED STEEL PIPE, C2 | | | 0145 604002-026 72.000 M | 232.00000 16704.00| 212.00000 15264.00| 230.00000 16560.00 1050 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0150 604004-026 170.000 M | 303.00000 51510.00| 280.00000 47600.00| 300.00000 51000.00 1050 MM FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, D2 | | | 0155 604002-032 113.000 M | 562.00000 63506.00| 625.00000 70625.00| 850.00000 96050.00 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B5 | | | 0160 604002-040 156.000 M | 1295.00000 202020.00| 1051.00000 163956.00| 1400.00000 218400.00 2100 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, E3 | | | 0165 604009-016 2.000 EA | 485.00000 970.00| 184.00000 368.00| 280.00000 560.00 450 MM CORRUGATED STEEL PIPE END SECTION| | | 0170 604009-020 1.000 EA | 565.00000 565.00| 232.00000 232.00| 520.00000 520.00 600 MM CORRUGATED STEEL PIPE END SECTION| | | 0175 605009-001 14.000 EA | 1650.00000 23100.00| 2200.00000 30800.00| 1750.00000 24500.00 TYPE G INLET | | | 0180 606029-001 8297.000 M | 25.00000 207425.00| 22.00000 182534.00| 25.70000 213232.90 FREE DRAINING BASE TRENCH | | | 0185 606030-001 1019.000 M | 38.00000 38722.00| 10.00000 10190.00| 12.70000 12941.30 OUTLET PIPE | | | 0190 607001-001 4664.000 M | 30.25000 141086.00| 28.50000 132924.00| 39.00000 181896.00 TYPE 1 GUARDRAIL, CLASS I | | | 0195 607006-001 8.000 EA | 825.00000 6600.00| 775.00000 6200.00| 835.00000 6680.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0200 607025-001 6.000 EA | 370.00000 2220.00| 350.00000 2100.00| 380.00000 2280.00 CUT SLOPE TERMINAL, TYPE A | | | 0205 607030-001 12.000 EA | 400.00000 4800.00| 375.00000 4500.00| 405.00000 4860.00 SPECIAL TRAILING END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 607065-001 12.000 EA | 1220.00000 14640.00| 1150.00000 13800.00| 1250.00000 15000.00 FLARED END TERMINAL | | | 0215 608002-001 8546.000 M | 30.50000 260653.00| 28.68000 245099.28| 33.00000 282018.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0220 633001-001 2004.000 M2 | 76.30000 152905.20| 75.00000 150300.00| 88.00000 176352.00 CONCRETE GUTTER | | | 0225 633003-001 936.000 M3 | 10.00000 9360.00| 33.00000 30888.00| 68.00000 63648.00 DUMPED ROCK GUTTER | | | 0230 636008-001 600.000 M | 1.90000 1140.00| 1.75000 1050.00| 2.00000 1200.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0235 636009-001 2140.000 M | 3.35000 7169.00| 3.15000 6741.00| 3.40000 7276.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0240 636010-001 600.000 EA | 4.20000 2520.00| 3.95000 2370.00| 4.30000 2580.00 TEMPORARY RAISED PAVEMENT MARKER | | | 0245 636011-001 20562.000 UN | 0.90000 18505.80| 0.85000 17477.70| 0.90000 18505.80 TRAFFIC CONTROL DEVICE | | | 0250 636012-010 3.000 EA | 320.00000 960.00| 300.00000 900.00| 300.00000 900.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0255 636013-001 100.000 EA | 5.30000 530.00| 5.00000 500.00| 5.00000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0260 636014-001 3600.000 HR | 42.00000 151200.00| 35.00000 126000.00| 36.75000 132300.00 FLAGGER | | | 0265 636017-001 248.000 M | 36.00000 8928.00| 40.00000 9920.00| 58.00000 14384.00 TEMPORARY CONCRETE BARRIER | | | 0270 636018-001 75.000 M | 28.00000 2100.00| 6.00000 450.00| 18.00000 1350.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0275 636025-001 4800.000 DA | 0.45000 2160.00| 0.40000 1920.00| 0.45000 2160.00 WARNING LIGHTS, TYPE A | | | 0280 636025-001 5300.000 DA | 1.45000 7685.00| 1.35000 7155.00| 1.35000 7155.00 WARNING LIGHTS, TYPE B | | | 0285 636025-001 4500.000 DA | 0.45000 2025.00| 0.40000 1800.00| 0.45000 2025.00 WARNING LIGHTS, TYPE C | | | 0290 637001-001 22000.000 KL | 2.35000 51700.00| 1.00000 22000.00| 0.01000 220.00 WATER FOR DUST PALLIATIVE | | | 0295 638002-001 138.000 EA | 45.00000 6210.00| 75.00000 10350.00| 110.00000 15180.00 RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 638003-001 5.000 EA | 105.00000 525.00| 150.00000 750.00| 175.00000 875.00 SURVEY MARKER | | | 0305 639001-001 LUMP| 185000.00000 185000.00| 166000.00000 166000.00| 190000.00000 190000.00 CONSTRUCTION LAYOUT STAKE | | | 0310 640002-001 20.000 MO | 1615.00000 32300.00| 2400.00000 48000.00| 2285.00000 45700.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0315 640003-001 LUMP| 11500.00000 11500.00| 6000.00000 6000.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0320 642001-001 3012.000 M | 2.75000 8283.00| 1.25000 3765.00| 2.50000 7530.00 TEMPORARY BERM | | | 0325 642002-001 820.000 M | 10.25000 8405.00| 35.00000 28700.00| 39.00000 31980.00 SLOPE DRAIN | | | 0330 642004-001 3388.000 KG | 0.01000 33.88| 0.01000 33.88| 0.10000 338.80 SEED MIXTURE, TEMPORARY | | | 0335 642004-002 571.000 KG | 0.45000 256.95| 0.40000 228.40| 0.10000 57.10 SEED MIXTURE, B | | | 0340 642004-003 2975.000 KG | 10.60000 31535.00| 10.00000 29750.00| 0.10000 297.50 SEED MIXTURE, D | | | 0345 642005-001 226.000 MGR | 530.00000 119780.00| 500.00000 113000.00| 406.00000 91756.00 MULCH, STRAW OR HAY | | | 0350 642005-002 6.000 MGR | 1600.00000 9600.00| 1500.00000 9000.00| 1193.00000 7158.00 MULCH, WOOD CELLULOSE FIBER | | | 0355 642006-001 46.000 MGR | 370.00000 17020.00| 350.00000 16100.00| 1471.00000 67666.00 FERTILIZER | | | 0360 642007-001 15273.000 M2 | 0.45000 6872.85| 0.40000 6109.20| 1.85000 28255.05 FIBER MATTING | | | 0365 642009-001 10320.000 M | 1.40000 14448.00| 1.00000 10320.00| 1.50000 15480.00 CONTOUR DITCH | | | 0370 642010-001 171.000 MGR | 10.60000 1812.60| 10.00000 1710.00| 1.10000 188.10 AGRICULTURAL LIMESTONE | | | 0375 642011-001 2499.000 EA | 11.25000 28113.75| 6.00000 14994.00| 8.25000 20616.75 HAY OR STRAW BALE | | | 0380 642012-001 7495.000 M | 6.15000 46094.25| 7.00000 52465.00| 9.60000 71952.00 SILT FENCE | | | 0385 642031-001 923.000 EA | 55.00000 50765.00| 115.00000 106145.00| 40.00000 36920.00 DITCH CHECK | | | 0390 642032-001 94.000 EA | 175.00000 16450.00| 400.00000 37600.00| 100.00000 9400.00 CHECK DAM | | | 0395 642033-001 252.000 M3 | 9.75000 2457.00| 10.00000 2520.00| 9.30000 2343.60 SEDIMENT TRAP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 642034-001 915.000 M3 | 8.00000 7320.00| 4.75000 4346.25| 7.00000 6405.00 SEDIMENT DAM | | | 0405 642036-001 378.000 M3 | 3.00000 1134.00| 5.00000 1890.00| 12.90000 4876.20 SEDIMENT REMOVAL | | | 0410 642037-001 4103.000 M3 | 8.00000 32824.00| 4.00000 16412.00| 5.90000 24207.70 SEDIMENT POND | | | 0415 652001-001 170.000 MGR | 10.60000 1802.00| 10.00000 1700.00| 1.10000 187.00 AGRICULTURAL LIMESTONE | | | 0420 652002-001 46.000 MGR | 875.00000 40250.00| 825.00000 37950.00| 2055.00000 94530.00 FERTILIZER, 10-20-10 | | | 0425 652002-002 14.000 MGR | 1275.00000 17850.00| 1200.00000 16800.00| 596.00000 8344.00 FERTILIZER, UREA FORMALDEHYDE | | | 0430 652003-001 571.000 KG | 0.50000 285.50| 0.45000 256.95| 0.10000 57.10 SEED MIXTURES, B, C-1, OR C-2 | | | 0435 652003-002 2975.000 KG | 20.15000 59946.25| 19.00000 56525.00| 12.00000 35700.00 SEED MIXTURE, D | | | 0440 652004-001 225.000 MGR | 265.00000 59625.00| 250.00000 56250.00| 244.00000 54900.00 STRAW OR HAY MULCH | | | 0445 652004-002 6.000 MGR | 1060.00000 6360.00| 1000.00000 6000.00| 1193.00000 7158.00 WOOD CELLULOSE FIBER MULCH | | | 0450 655002-001 26249.000 M2 | 4.25000 111558.25| 4.00000 104996.00| 4.25000 111558.25 PERMANENT EROSION MATTING, TYPE A | | | 0455 655002-001 2853.000 M2 | 4.25000 12125.25| 4.00000 11412.00| 4.30000 12267.90 PERMANENT EROSION MATTING, TYPE B | | | 0460 664001-008 2.000 EA | 3710.00000 7420.00| 3500.00000 7000.00| 3800.00000 7600.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0465 665004-001 2.000 EA | 2120.00000 4240.00| 750.00000 1500.00| 540.00000 1080.00 WATER WELL SURVEY | | | 0466 642035-001 4.000 EA | 4890.00000 19560.00| 2400.00000 9600.00| 3030.00000 12120.00 RISER | | | 0475 401001-011 AA1 49665.000 MGR | 40.25000 1999016.25| 38.00000 1887270.00| 41.00000 2036265.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0480 401001-012 AA2 47424.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0485 401007-011 AB1 2552.000 MGR | 50.85000 129769.20| 48.00000 122496.00| 52.00000 132704.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL I | | | 0490 401007-012 AB2 2322.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 402001-011 AC1 6577.000 MGR | 50.85000 334440.45| 48.00000 315696.00| 52.00000 342004.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0500 402001-012 AC2 6281.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0505 604002-016 AD1 218.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0510 604076-016 AD2 218.000 M | 172.00000 37496.00| 133.00000 28994.00| 167.00000 36406.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0515 604037-016 AD3 218.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0520 604002-016 AE1 84.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0525 604076-016 AE2 84.000 M | 139.00000 11676.00| 112.00000 9408.00| 190.00000 15960.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0530 604037-016 AE3 84.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS V| | | 0535 604002-020 AF1 18.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0540 604076-020 AF2 18.000 M | 185.00000 3330.00| 125.00000 2250.00| 208.00000 3744.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0545 604037-020 AF3 18.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0550 604002-020 AG1 25.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0555 604072-120 AG1 1.000 EA | | | 600 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0560 604076-020 AG2 25.000 M | 187.00000 4675.00| 132.00000 3300.00| 208.00000 5200.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604072-120 AG2 1.000 EA | 485.00000 485.00| 451.00000 451.00| 700.00000 700.00 600 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0570 604037-020 AG3 25.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0575 604071-020 AG3 1.000 EA | | | 600 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0580 604002-022 AH1 118.000 M | | | 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0585 604072-122 AH1 2.000 EA | | | 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0590 604076-022 AH2 118.000 M | 182.00000 21476.00| 152.00000 17936.00| 188.00000 22184.00 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0595 604072-122 AH2 2.000 EA | 635.00000 1270.00| 495.00000 990.00| 760.00000 1520.00 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0600 604037-022 AH3 118.000 M | | | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0605 604071-022 AH3 2.000 EA | | | 750 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0610 604002-032 AI1 9.000 M | | | 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B5 | | | 0615 604076-032 AI2 9.000 M | 540.00000 4860.00| 502.00000 4518.00| 710.00000 6390.00 1500 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0620 604037-032 AI3 9.000 M | | | 1500 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0625 636002-001 AJ1 329.000 MGR | 20.50000 6744.50| 16.00000 5264.00| 16.00000 5264.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0630 636002-002 AJ2 314.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0632 307005-001 AK1 1285.000 MGR | 19.45000 24993.25| 17.00000 21845.00| 21.80000 28013.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0633 307005-002 AK2 1169.000 MGR | | | AGGREGATE BASE COURSE, SLAG, CLASS III | | | SECTION TOTALS | $ 13,782,153.00| $ 14,045,582.18| $ 14,552,423.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0635 640004-001 LUMP| 5200.00000 5200.00| 5500.00000 5500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,200.00| $ 5,500.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS | | | 0640 657006-001 35.000 M | 120.00000 4200.00| 150.00000 5250.00| 124.00000 4340.00 S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0645 657006-005 42.000 M | 170.00000 7140.00| 200.00000 8400.00| 174.00000 7308.00 W150X18, A-441 SUPPORT, GALVANIZED | | | 0650 657008-001 172.000 M | 25.00000 4300.00| 27.00000 4644.00| 25.50000 4386.00 2.98 KG CHANNEL POST | | | 0655 657010-001 74.000 M | 30.00000 2220.00| 32.00000 2368.00| 30.00000 2220.00 4.5 KG CHANNEL POST | | | 0660 657012-001 10.000 M | 36.00000 360.00| 35.00000 350.00| 37.00000 370.00 5.96 KG BACK TO BACK CHANNEL POST | | | 0665 657017-001 7.000 M3 | 1415.00000 9905.00| 1300.00000 9100.00| 1450.00000 10150.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0670 661001-001 17.000 M2 | 190.00000 3230.00| 205.00000 3485.00| 195.00000 3315.00 2 MM FLAT SHEET SIGN | | | 0675 661002-001 41.000 M2 | 245.00000 10045.00| 300.00000 12300.00| 250.00000 10250.00 EXTRUDED PANEL SIGN | | | 0680 661004-001 74.000 EA | 3.75000 277.50| 5.00000 370.00| 3.80000 281.20 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0685 661007-001 4.000 UN | 23.50000 94.00| 50.00000 200.00| 24.00000 96.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0690 661008-001 4.000 EA | 59.00000 236.00| 100.00000 400.00| 60.00000 240.00 DELINEATOR BRACKET, TYPE A | | | 0695 661013-001 30.000 EA | 37.00000 1110.00| 45.00000 1350.00| 38.00000 1140.00 PLASTIC DELINEATOR POST, YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 663001-004 9100.000 M | 0.50000 4550.00| 0.45000 4095.00| 0.75000 6825.00 EDGE LINE, TYPE II WHITE | | | 0705 663001-004 7400.000 M | 0.50000 3700.00| 0.45000 3330.00| 0.50000 3700.00 EDGE LINE, TYPE II YELLOW | | | 0710 663002-005 1850.000 M | 0.60000 1110.00| 0.55000 1017.50| 0.60000 1110.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0715 663003-005 1670.000 M | 0.50000 835.00| 0.45000 751.50| 0.50000 835.00 BARRIER LINE, TYPE II | | | 0720 663004-004 160.000 M | 1.10000 176.00| 1.00000 160.00| 1.10000 176.00 CHANNELIZING LINE, TYPE II | | | 0725 663005-010 50.000 M | 45.00000 2250.00| 39.00000 1950.00| 42.00000 2100.00 STOP LINE, TYPE V | | | 0730 663010-010 6.000 EA | 165.00000 990.00| 155.00000 930.00| 170.00000 1020.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 56,728.50| $ 60,451.00| $ 59,862.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON JOB TRAINING | | | 0735 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 NO.4275 | | | 0740 212001-000 2226.000 M3 | 95.00000 211470.00| 45.00000 100170.00| 97.59000 217235.34 STRUCTURE EXCAVATION | | | 0745 212002-000 106.000 M3 | 95.00000 10070.00| 45.00000 4770.00| 97.59000 10344.54 WET EXCAVATION | | | 0750 212004-000 1.000 EA | 21000.00000 21000.00| 100000.00000 100000.00| 21686.60000 21686.60 COFFERDAM | | | 0755 212005-000 389.000 M3 | 58.00000 22562.00| 40.00000 15560.00| 59.64000 23199.96 SELECT MATERIAL FOR BACKFILLING | | | 0765 601002-001 148.000 M3 | 370.00000 54760.00| 500.00000 74000.00| 379.52000 56168.96 CLASS B CONCRETE | | | 0770 601002-003 190.000 M3 | 1050.00000 199500.00| 800.00000 152000.00| 1084.33000 206022.70 CLASS B CONCRETE, ARCHITECTURAL | | | 0775 601003-001 777.000 M3 | 790.00000 613830.00| 500.00000 388500.00| 813.25000 631895.25 CLASS K CONCRETE | | | 0780 601003-003 156.000 M3 | 1500.00000 234000.00| 650.00000 101400.00| 1545.17000 241046.52 CLASS K CONCRETE, ARCHITECTURAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 601005-001 11.000 M3 | 290.00000 3190.00| 400.00000 4400.00| 298.19000 3280.09 CLASS C CONCRETE | | | 0790 601025-001 330.000 M3 | 290.00000 95700.00| 325.00000 107250.00| 298.19000 98402.70 MODIFIED CONCRETE, CLASS B, 28 MPA | | | 0795 601026-001 584.000 M3 | 1150.00000 671600.00| 825.00000 481800.00| 1181.92000 690241.28 MODIFIED ARCHITECTURAL CONCRETE, CLASS | | | B, 28 MPA | | | 0800 602001-001 128400.000 KG | 1.58000 202872.00| 1.45000 186180.00| 1.63000 209292.00 REINFORCING STEEL BAR | | | 0805 602002-001 114090.000 KG | 1.68000 191671.20| 1.62000 184825.80| 1.73000 197375.70 EPOXY COATED REINFORCING STEEL BAR | | | 0810 615001-001 1.000 LS | 1580000.00000 1580000.00| 2165000.00000 2165000.00| 1618663.31000 1618663.31 STEEL SUPERSTRUCTURE | | | 0815 615029-001 16.000 EA | 1370.00000 21920.00| 1500.00000 24000.00| 1409.63000 22554.08 NON-GUIDED BEARING | | | 0820 615030-001 16.000 EA | 5900.00000 94400.00| 1750.00000 28000.00| 6072.25000 97156.00 FIXED BEARING | | | 0825 617003-001 340.000 M | 130.00000 44200.00| 130.00000 44200.00| 135.54000 46083.60 ALUMINUM RAILING | | | 0830 625001-018 18.000 M | 1370.00000 24660.00| 1225.00000 22050.00| 1409.63000 25373.34 1350 MM DIAMETER DRILLED CAISSONS | | | 0835 625003-016 64.000 M | 1800.00000 115200.00| 2375.00000 152000.00| 1843.36000 117975.04 1200 MM ROCK SOCKET FOUNDATION | | | 0840 625004-016 LUMP| 25400.00000 25400.00| 25000.00000 25000.00| 26023.92000 26023.92 1200 MM DRILLED CAISSON TEST HOLE | | | 0845 625005-001 96.000 M | 105.00000 10080.00| 100.00000 9600.00| 108.43000 10409.28 PREINSTALLATION CORE HOLE | | | 0850 627017-001 84.000 M | 42.25000 3549.00| 50.00000 4200.00| 43.37000 3643.08 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0855 631001-001 LUMP| 29500.00000 29500.00| 31000.00000 31000.00| 30632.33000 30632.33 ELECTRICAL WORK | | | 0860 639001-001 LUMP| 74000.00000 74000.00| 35000.00000 35000.00| 75903.11000 75903.11 CONSTRUCTION LAYOUT STAKE | | | 0865 662002-001 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 3524.07000 3524.07 GALVANIZED STEEL CONDUIT | | | 0870 662003-001 1.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 6289.11000 6289.11 POLYVINYLCHLORIDE CONDUIT | | | 0875 662006-001 6.000 EA | 1000.00000 6000.00| 1000.00000 6000.00| 1030.11000 6180.66 JUNCTION BOX, TYPE A (MODIFIED) | | | 0880 662014-001 LUMP| 100.00000 100.00| 2000.00000 2000.00| 108.43000 108.43 INCIDENTAL ELECTRICAL WORK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0461872 |(2) 61-0874665 |(3) 55-0535003 |POLINO CONTRACTING, INC. |ELMO GREER & SONS, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0885 679002-001 159.000 M3 | 825.00000 131175.00| 775.00000 123225.00| 867.46000 137926.14 SPECIALIZED CONCRETE OVERLAY | | | 0890 679006-001 LUMP| 2000.00000 2000.00| 500.00000 500.00| 2168.66000 2168.66 TEST SLAB | | | SECTION TOTALS | $ 4,703,409.20| $ 4,582,630.80| $ 4,836,805.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,549,090.70| $ 18,695,763.98| $ 19,455,691.67 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK 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 | 403150.00000 403150.00| 735000.00000 735000.00| 1000000.00000 1000000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.00000 1.00| 4500.00000 4500.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 34/18 | | | 0015 202001-000 1.000 LS | 1.00000 1.00| 500.00000 500.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 34/19 | | | 0025 202002-000 LUMP| 1.00000 1.00| 1400.00000 1400.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 34/18 | | | 0030 202002-000 LUMP| 1.00000 1.00| 1400.00000 1400.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 36/21 | | | 0035 202002-000 LUMP| 1.00000 1.00| 1450.00000 1450.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 39/25 | | | 0040 202003-000 LUMP| 1.00000 1.00| 900.00000 900.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 34/18 | | | 0045 202003-000 LUMP| 1.00000 1.00| 900.00000 900.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 36/21 | | | 0050 202003-000 LUMP| 1.00000 1.00| 900.00000 900.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 39/25 | | | 0055 204001-000 LUMP| 597117.00000 597117.00| 960000.00000 960000.00| 400000.00000 400000.00 MOBILIZATION | | | 0060 207001-001 2220880.000 M3 | 3.53000 7839706.40| 3.51000 7795288.80| 3.60000 7995168.00 UNCLASSIFIED EXCAVATION | | | 0065 207002-000 12679.000 M3 | 30.20000 382905.80| 20.00000 253580.00| 30.00000 380370.00 SUBGRADE | | | 0070 207034-000 108425.000 M2 | 1.15000 124688.75| 1.18000 127941.50| 1.20000 130110.00 FABRIC FOR SEPARATION | | | 0075 211001-000 298362.000 M3 | 0.01000 2983.62| 0.01000 2983.62| 0.01000 2983.62 UNCLASSIFIED BORROW EXCAVATION | | | 0080 211008-000 1023.000 MGR | 18.25000 18669.75| 10.00000 10230.00| 0.01000 10.23 ROCK BORROW EXCAVATION | | | 0085 307001-000 2682.000 M3 | 34.25000 91858.50| 27.00000 72414.00| 33.00000 88506.00 AGGREGATE BASE COURSE, CLASS I | | | 0095 311006-001 8571.000 M3 | 59.00000 505689.00| 59.00000 505689.00| 60.00000 514260.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0105 501010-001 4.000 EA | 1.00000 4.00| 2900.00000 11600.00| 1000.00000 4000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0110 502001-012 264.000 M2 | 145.00000 38280.00| 165.00000 43560.00| 140.00000 36960.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 601002-001 152.000 M3 | 1338.75000 203490.00| 1360.00000 206720.00| 1000.00000 152000.00 CLASS B CONCRETE | | | 0120 604002-016 37.000 M | 205.80000 7614.60| 175.00000 6475.00| 140.00000 5180.00 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0125 604002-020 16.000 M | 288.25000 4612.00| 229.00000 3664.00| 230.00000 3680.00 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0140 604004-024 307.000 M | 211.50000 64930.50| 260.00000 79820.00| 260.00000 79820.00 900 MM FULL BITUMINOUS COATED AND PAVED | | | INVERT CORRUGATED STEEL PIPE, C2 | | | 0145 604002-026 72.000 M | 218.20000 15710.40| 279.00000 20088.00| 270.00000 19440.00 1050 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0150 604004-026 170.000 M | 275.00000 46750.00| 318.00000 54060.00| 350.00000 59500.00 1050 MM FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, D2 | | | 0155 604002-032 113.000 M | 714.55000 80744.15| 540.00000 61020.00| 1100.00000 124300.00 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B5 | | | 0160 604002-040 156.000 M | 1071.15000 167099.40| 930.00000 145080.00| 1200.00000 187200.00 2100 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, E3 | | | 0165 604009-016 2.000 EA | 500.00000 1000.00| 230.00000 460.00| 900.00000 1800.00 450 MM CORRUGATED STEEL PIPE END SECTION| | | 0170 604009-020 1.000 EA | 500.00000 500.00| 250.00000 250.00| 800.00000 800.00 600 MM CORRUGATED STEEL PIPE END SECTION| | | 0175 605009-001 14.000 EA | 2500.00000 35000.00| 1900.00000 26600.00| 2100.00000 29400.00 TYPE G INLET | | | 0180 606029-001 8297.000 M | 22.00000 182534.00| 21.00000 174237.00| 18.00000 149346.00 FREE DRAINING BASE TRENCH | | | 0185 606030-001 1019.000 M | 10.00000 10190.00| 32.00000 32608.00| 20.00000 20380.00 OUTLET PIPE | | | 0190 607001-001 4664.000 M | 29.95000 139686.80| 28.50000 132924.00| 28.00000 130592.00 TYPE 1 GUARDRAIL, CLASS I | | | 0195 607006-001 8.000 EA | 813.75000 6510.00| 775.00000 6200.00| 800.00000 6400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0200 607025-001 6.000 EA | 367.50000 2205.00| 350.00000 2100.00| 350.00000 2100.00 CUT SLOPE TERMINAL, TYPE A | | | 0205 607030-001 12.000 EA | 393.75000 4725.00| 375.00000 4500.00| 375.00000 4500.00 SPECIAL TRAILING END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 607065-001 12.000 EA | 1207.50000 14490.00| 1150.00000 13800.00| 1200.00000 14400.00 FLARED END TERMINAL | | | 0215 608002-001 8546.000 M | 30.15000 257661.90| 28.68000 245099.28| 28.00000 239288.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0220 633001-001 2004.000 M2 | 80.50000 161322.00| 75.00000 150300.00| 80.00000 160320.00 CONCRETE GUTTER | | | 0225 633003-001 936.000 M3 | 20.00000 18720.00| 39.00000 36504.00| 25.00000 23400.00 DUMPED ROCK GUTTER | | | 0230 636008-001 600.000 M | 0.85000 510.00| 1.75000 1050.00| 2.00000 1200.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0235 636009-001 2140.000 M | 3.25000 6955.00| 3.15000 6741.00| 3.00000 6420.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0240 636010-001 600.000 EA | 4.20000 2520.00| 3.95000 2370.00| 4.00000 2400.00 TEMPORARY RAISED PAVEMENT MARKER | | | 0245 636011-001 20562.000 UN | 0.90000 18505.80| 0.85000 17477.70| 1.00000 20562.00 TRAFFIC CONTROL DEVICE | | | 0250 636012-010 3.000 EA | 210.00000 630.00| 300.00000 900.00| 400.00000 1200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0255 636013-001 100.000 EA | 2.10000 210.00| 5.00000 500.00| 5.00000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0260 636014-001 3600.000 HR | 40.00000 144000.00| 38.00000 136800.00| 33.00000 118800.00 FLAGGER | | | 0265 636017-001 248.000 M | 50.00000 12400.00| 61.00000 15128.00| 65.00000 16120.00 TEMPORARY CONCRETE BARRIER | | | 0270 636018-001 75.000 M | 40.00000 3000.00| 40.00000 3000.00| 40.00000 3000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0275 636025-001 4800.000 DA | 0.45000 2160.00| 0.40000 1920.00| 0.50000 2400.00 WARNING LIGHTS, TYPE A | | | 0280 636025-001 5300.000 DA | 1.20000 6360.00| 1.35000 7155.00| 1.25000 6625.00 WARNING LIGHTS, TYPE B | | | 0285 636025-001 4500.000 DA | 0.40000 1800.00| 0.40000 1800.00| 0.50000 2250.00 WARNING LIGHTS, TYPE C | | | 0290 637001-001 22000.000 KL | 5.30000 116600.00| 6.00000 132000.00| 1.00000 22000.00 WATER FOR DUST PALLIATIVE | | | 0295 638002-001 138.000 EA | 100.00000 13800.00| 100.00000 13800.00| 80.00000 11040.00 RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 638003-001 5.000 EA | 200.00000 1000.00| 332.00000 1660.00| 200.00000 1000.00 SURVEY MARKER | | | 0305 639001-001 LUMP| 150000.00000 150000.00| 180000.00000 180000.00| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKE | | | 0310 640002-001 20.000 MO | 2500.00000 50000.00| 2500.00000 50000.00| 2500.00000 50000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0315 640003-001 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 7500.00000 7500.00 BUILDING EQUIPMENT | | | 0320 642001-001 3012.000 M | 0.01000 30.12| 2.00000 6024.00| 2.50000 7530.00 TEMPORARY BERM | | | 0325 642002-001 820.000 M | 40.00000 32800.00| 37.00000 30340.00| 50.00000 41000.00 SLOPE DRAIN | | | 0330 642004-001 3388.000 KG | 0.01000 33.88| 0.20000 677.60| 0.10000 338.80 SEED MIXTURE, TEMPORARY | | | 0335 642004-002 571.000 KG | 0.40000 228.40| 0.40000 228.40| 0.40000 228.40 SEED MIXTURE, B | | | 0340 642004-003 2975.000 KG | 10.00000 29750.00| 0.20000 595.00| 10.00000 29750.00 SEED MIXTURE, D | | | 0345 642005-001 226.000 MGR | 500.00000 113000.00| 220.00000 49720.00| 500.00000 113000.00 MULCH, STRAW OR HAY | | | 0350 642005-002 6.000 MGR | 1500.00000 9000.00| 320.00000 1920.00| 1500.00000 9000.00 MULCH, WOOD CELLULOSE FIBER | | | 0355 642006-001 46.000 MGR | 350.00000 16100.00| 2600.00000 119600.00| 350.00000 16100.00 FERTILIZER | | | 0360 642007-001 15273.000 M2 | 0.40000 6109.20| 0.40000 6109.20| 0.40000 6109.20 FIBER MATTING | | | 0365 642009-001 10320.000 M | 0.01000 103.20| 2.00000 20640.00| 2.50000 25800.00 CONTOUR DITCH | | | 0370 642010-001 171.000 MGR | 10.00000 1710.00| 70.00000 11970.00| 10.00000 1710.00 AGRICULTURAL LIMESTONE | | | 0375 642011-001 2499.000 EA | 5.00000 12495.00| 5.00000 12495.00| 7.00000 17493.00 HAY OR STRAW BALE | | | 0380 642012-001 7495.000 M | 8.20000 61459.00| 8.40000 62958.00| 8.00000 59960.00 SILT FENCE | | | 0385 642031-001 923.000 EA | 0.01000 9.23| 106.00000 97838.00| 80.00000 73840.00 DITCH CHECK | | | 0390 642032-001 94.000 EA | 0.01000 0.94| 340.00000 31960.00| 425.00000 39950.00 CHECK DAM | | | 0395 642033-001 252.000 M3 | 20.00000 5040.00| 40.00000 10080.00| 6.00000 1512.00 SEDIMENT TRAP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 642034-001 915.000 M3 | 10.00000 9150.00| 8.80000 8052.00| 6.00000 5490.00 SEDIMENT DAM | | | 0405 642036-001 378.000 M3 | 5.00000 1890.00| 9.00000 3402.00| 4.00000 1512.00 SEDIMENT REMOVAL | | | 0410 642037-001 4103.000 M3 | 5.00000 20515.00| 5.00000 20515.00| 7.00000 28721.00 SEDIMENT POND | | | 0415 652001-001 170.000 MGR | 10.00000 1700.00| 70.00000 11900.00| 10.00000 1700.00 AGRICULTURAL LIMESTONE | | | 0420 652002-001 46.000 MGR | 825.00000 37950.00| 2240.00000 103040.00| 825.00000 37950.00 FERTILIZER, 10-20-10 | | | 0425 652002-002 14.000 MGR | 1200.00000 16800.00| 2400.00000 33600.00| 1200.00000 16800.00 FERTILIZER, UREA FORMALDEHYDE | | | 0430 652003-001 571.000 KG | 0.45000 256.95| 0.20000 114.20| 0.50000 285.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0435 652003-002 2975.000 KG | 19.00000 56525.00| 26.00000 77350.00| 19.00000 56525.00 SEED MIXTURE, D | | | 0440 652004-001 225.000 MGR | 250.00000 56250.00| 220.00000 49500.00| 250.00000 56250.00 STRAW OR HAY MULCH | | | 0445 652004-002 6.000 MGR | 1000.00000 6000.00| 420.00000 2520.00| 1000.00000 6000.00 WOOD CELLULOSE FIBER MULCH | | | 0450 655002-001 26249.000 M2 | 4.00000 104996.00| 3.00000 78747.00| 4.00000 104996.00 PERMANENT EROSION MATTING, TYPE A | | | 0455 655002-001 2853.000 M2 | 4.00000 11412.00| 4.60000 13123.80| 4.00000 11412.00 PERMANENT EROSION MATTING, TYPE B | | | 0460 664001-008 2.000 EA | 3675.00000 7350.00| 3750.00000 7500.00| 4200.00000 8400.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0465 665004-001 2.000 EA | 1000.00000 2000.00| 1500.00000 3000.00| 1000.00000 2000.00 WATER WELL SURVEY | | | 0466 642035-001 4.000 EA | 3250.00000 13000.00| 920.00000 3680.00| 2500.00000 10000.00 RISER | | | 0475 401001-011 AA1 49665.000 MGR | 38.00000 1887270.00| 38.00000 1887270.00| 40.00000 1986600.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0480 401001-012 AA2 47424.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0485 401007-011 AB1 2552.000 MGR | 48.00000 122496.00| 48.00000 122496.00| 54.00000 137808.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL I | | | 0490 401007-012 AB2 2322.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 402001-011 AC1 6577.000 MGR | 48.00000 315696.00| 48.00000 315696.00| 52.00000 342004.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0500 402001-012 AC2 6281.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0505 604002-016 AD1 218.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0510 604076-016 AD2 218.000 M | 113.10000 24655.80| 157.00000 34226.00| 140.00000 30520.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0515 604037-016 AD3 218.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0520 604002-016 AE1 84.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0525 604076-016 AE2 84.000 M | 113.10000 9500.40| 157.00000 13188.00| 160.00000 13440.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0530 604037-016 AE3 84.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS V| | | 0535 604002-020 AF1 18.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0540 604076-020 AF2 18.000 M | 176.10000 3169.80| 215.00000 3870.00| 220.00000 3960.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0545 604037-020 AF3 18.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0550 604002-020 AG1 25.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0555 604072-120 AG1 1.000 EA | | | 600 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0560 604076-020 AG2 25.000 M | 196.65000 4916.25| 215.00000 5375.00| 175.00000 4375.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604072-120 AG2 1.000 EA | 1000.00000 1000.00| 465.00000 465.00| 1100.00000 1100.00 600 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0570 604037-020 AG3 25.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0575 604071-020 AG3 1.000 EA | | | 600 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0580 604002-022 AH1 118.000 M | | | 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0585 604072-122 AH1 2.000 EA | | | 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0590 604076-022 AH2 118.000 M | 194.95000 23004.10| 235.00000 27730.00| 190.00000 22420.00 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0595 604072-122 AH2 2.000 EA | 1000.00000 2000.00| 480.00000 960.00| 1100.00000 2200.00 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0600 604037-022 AH3 118.000 M | | | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0605 604071-022 AH3 2.000 EA | | | 750 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0610 604002-032 AI1 9.000 M | | | 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B5 | | | 0615 604076-032 AI2 9.000 M | 863.35000 7770.15| 750.00000 6750.00| 1000.00000 9000.00 1500 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0620 604037-032 AI3 9.000 M | | | 1500 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0625 636002-001 AJ1 329.000 MGR | 25.00000 8225.00| 30.00000 9870.00| 30.00000 9870.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0630 636002-002 AJ2 314.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0632 307005-001 AK1 1285.000 MGR | 20.00000 25700.00| 30.00000 38550.00| 30.00000 38550.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0633 307005-002 AK2 1169.000 MGR | | | AGGREGATE BASE COURSE, SLAG, CLASS III | | | SECTION TOTALS | $ 15,040,074.79| $ 15,860,693.10| $ 15,790,440.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0635 640004-001 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 10000.00000 10000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 10,000.00| $ 10,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS | | | 0640 657006-001 35.000 M | 119.70000 4189.50| 150.00000 5250.00| 120.00000 4200.00 S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0645 657006-005 42.000 M | 168.00000 7056.00| 200.00000 8400.00| 160.00000 6720.00 W150X18, A-441 SUPPORT, GALVANIZED | | | 0650 657008-001 172.000 M | 24.70000 4248.40| 27.00000 4644.00| 24.00000 4128.00 2.98 KG CHANNEL POST | | | 0655 657010-001 74.000 M | 29.40000 2175.60| 32.00000 2368.00| 28.00000 2072.00 4.5 KG CHANNEL POST | | | 0660 657012-001 10.000 M | 35.70000 357.00| 35.00000 350.00| 34.00000 340.00 5.96 KG BACK TO BACK CHANNEL POST | | | 0665 657017-001 7.000 M3 | 1401.75000 9812.25| 1300.00000 9100.00| 1300.00000 9100.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0670 661001-001 17.000 M2 | 189.00000 3213.00| 205.00000 3485.00| 180.00000 3060.00 2 MM FLAT SHEET SIGN | | | 0675 661002-001 41.000 M2 | 241.50000 9901.50| 300.00000 12300.00| 230.00000 9430.00 EXTRUDED PANEL SIGN | | | 0680 661004-001 74.000 EA | 3.70000 273.80| 5.00000 370.00| 4.00000 296.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0685 661007-001 4.000 UN | 23.10000 92.40| 50.00000 200.00| 22.00000 88.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0690 661008-001 4.000 EA | 57.75000 231.00| 100.00000 400.00| 55.00000 220.00 DELINEATOR BRACKET, TYPE A | | | 0695 661013-001 30.000 EA | 36.75000 1102.50| 45.00000 1350.00| 35.00000 1050.00 PLASTIC DELINEATOR POST, YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 663001-004 9100.000 M | 0.45000 4095.00| 0.40000 3640.00| 0.40000 3640.00 EDGE LINE, TYPE II WHITE | | | 0705 663001-004 7400.000 M | 0.45000 3330.00| 0.40000 2960.00| 0.40000 2960.00 EDGE LINE, TYPE II YELLOW | | | 0710 663002-005 1850.000 M | 0.50000 925.00| 0.45000 832.50| 0.50000 925.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0715 663003-005 1670.000 M | 0.50000 835.00| 0.45000 751.50| 0.50000 835.00 BARRIER LINE, TYPE II | | | 0720 663004-004 160.000 M | 1.60000 256.00| 1.00000 160.00| 1.00000 160.00 CHANNELIZING LINE, TYPE II | | | 0725 663005-010 50.000 M | 38.85000 1942.50| 37.00000 1850.00| 40.00000 2000.00 STOP LINE, TYPE V | | | 0730 663010-010 6.000 EA | 162.75000 976.50| 155.00000 930.00| 150.00000 900.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 55,012.95| $ 59,341.00| $ 52,124.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON JOB TRAINING | | | 0735 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 NO.4275 | | | 0740 212001-000 2226.000 M3 | 45.00000 100170.00| 90.00000 200340.00| 50.00000 111300.00 STRUCTURE EXCAVATION | | | 0745 212002-000 106.000 M3 | 45.00000 4770.00| 90.00000 9540.00| 20.00000 2120.00 WET EXCAVATION | | | 0750 212004-000 1.000 EA | 154800.00000 154800.00| 20000.00000 20000.00| 5000.00000 5000.00 COFFERDAM | | | 0755 212005-000 389.000 M3 | 45.00000 17505.00| 55.00000 21395.00| 60.00000 23340.00 SELECT MATERIAL FOR BACKFILLING | | | 0765 601002-001 148.000 M3 | 200.00000 29600.00| 350.00000 51800.00| 600.00000 88800.00 CLASS B CONCRETE | | | 0770 601002-003 190.000 M3 | 790.00000 150100.00| 1000.00000 190000.00| 900.00000 171000.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0775 601003-001 777.000 M3 | 500.00000 388500.00| 750.00000 582750.00| 700.00000 543900.00 CLASS K CONCRETE | | | 0780 601003-003 156.000 M3 | 550.00000 85800.00| 1425.00000 222300.00| 1200.00000 187200.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 601005-001 11.000 M3 | 500.00000 5500.00| 275.00000 3025.00| 1000.00000 11000.00 CLASS C CONCRETE | | | 0790 601025-001 330.000 M3 | 200.00000 66000.00| 275.00000 90750.00| 300.00000 99000.00 MODIFIED CONCRETE, CLASS B, 28 MPA | | | 0795 601026-001 584.000 M3 | 800.00000 467200.00| 1090.00000 636560.00| 800.00000 467200.00 MODIFIED ARCHITECTURAL CONCRETE, CLASS | | | B, 28 MPA | | | 0800 602001-001 128400.000 KG | 1.55000 199020.00| 1.50000 192600.00| 1.40000 179760.00 REINFORCING STEEL BAR | | | 0805 602002-001 114090.000 KG | 1.55000 176839.50| 1.60000 182544.00| 1.50000 171135.00 EPOXY COATED REINFORCING STEEL BAR | | | 0810 615001-001 1.000 LS | 2290000.00000 2290000.00| 1585000.00000 1585000.00| 2000000.00000 2000000.00 STEEL SUPERSTRUCTURE | | | 0815 615029-001 16.000 EA | 1750.00000 28000.00| 1300.00000 20800.00| 1400.00000 22400.00 NON-GUIDED BEARING | | | 0820 615030-001 16.000 EA | 1750.00000 28000.00| 5600.00000 89600.00| 8000.00000 128000.00 FIXED BEARING | | | 0825 617003-001 340.000 M | 245.00000 83300.00| 125.00000 42500.00| 150.00000 51000.00 ALUMINUM RAILING | | | 0830 625001-018 18.000 M | 915.00000 16470.00| 1300.00000 23400.00| 1200.00000 21600.00 1350 MM DIAMETER DRILLED CAISSONS | | | 0835 625003-016 64.000 M | 2425.00000 155200.00| 1700.00000 108800.00| 2500.00000 160000.00 1200 MM ROCK SOCKET FOUNDATION | | | 0840 625004-016 LUMP| 20000.00000 20000.00| 24000.00000 24000.00| 30000.00000 30000.00 1200 MM DRILLED CAISSON TEST HOLE | | | 0845 625005-001 96.000 M | 70.00000 6720.00| 100.00000 9600.00| 150.00000 14400.00 PREINSTALLATION CORE HOLE | | | 0850 627017-001 84.000 M | 65.00000 5460.00| 40.00000 3360.00| 100.00000 8400.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0855 631001-001 LUMP| 16000.00000 16000.00| 28250.00000 28250.00| 28000.00000 28000.00 ELECTRICAL WORK | | | 0860 639001-001 LUMP| 50000.00000 50000.00| 70000.00000 70000.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 0865 662002-001 LUMP| 1500.00000 1500.00| 3250.00000 3250.00| 4000.00000 4000.00 GALVANIZED STEEL CONDUIT | | | 0870 662003-001 1.000 LS | 3500.00000 3500.00| 5800.00000 5800.00| 6000.00000 6000.00 POLYVINYLCHLORIDE CONDUIT | | | 0875 662006-001 6.000 EA | 1500.00000 9000.00| 950.00000 5700.00| 1000.00000 6000.00 JUNCTION BOX, TYPE A (MODIFIED) | | | 0880 662014-001 LUMP| 6500.00000 6500.00| 100.00000 100.00| 100.00000 100.00 INCIDENTAL ELECTRICAL WORK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 04-3527864 |(6) 25-1355037 |J. F. ALLEN COMPANY |ATCON NORTHEAST, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0885 679002-001 159.000 M3 | 470.00000 74730.00| 800.00000 127200.00| 700.00000 111300.00 SPECIALIZED CONCRETE OVERLAY | | | 0890 679006-001 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 TEST SLAB | | | SECTION TOTALS | $ 4,642,184.50| $ 4,552,964.00| $ 4,703,955.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,743,872.24| $ 20,484,598.10| $ 20,558,119.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |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 | 366175.00000 366175.00| 1029000.00000 1029000.00| 1388000.00000 1388000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 4500.00000 4500.00| 2500.00000 2500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 34/18 | | | 0015 202001-000 1.000 LS | 500.00000 500.00| 2500.00000 2500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 34/19 | | | 0025 202002-000 LUMP| 1400.00000 1400.00| 1100.00000 1100.00| 800.00000 800.00 WATER WELL ABANDONMENT NUMBER, 34/18 | | | 0030 202002-000 LUMP| 1400.00000 1400.00| 1100.00000 1100.00| 800.00000 800.00 WATER WELL ABANDONMENT NUMBER, 36/21 | | | 0035 202002-000 LUMP| 1450.00000 1450.00| 1100.00000 1100.00| 800.00000 800.00 WATER WELL ABANDONMENT NUMBER, 39/25 | | | 0040 202003-000 LUMP| 900.00000 900.00| 1000.00000 1000.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 34/18 | | | 0045 202003-000 LUMP| 900.00000 900.00| 1000.00000 1000.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 36/21 | | | 0050 202003-000 LUMP| 900.00000 900.00| 1000.00000 1000.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 39/25 | | | 0055 204001-000 LUMP| 497050.00000 497050.00| 681000.00000 681000.00| 650000.00000 650000.00 MOBILIZATION | | | 0060 207001-001 2220880.000 M3 | 3.45000 7662036.00| 3.70000 8217256.00| 4.90000 10882312.00 UNCLASSIFIED EXCAVATION | | | 0065 207002-000 12679.000 M3 | 26.00000 329654.00| 28.50000 361351.50| 30.00000 380370.00 SUBGRADE | | | 0070 207034-000 108425.000 M2 | 1.20000 130110.00| 1.25000 135531.25| 1.20000 130110.00 FABRIC FOR SEPARATION | | | 0075 211001-000 298362.000 M3 | 2.64000 787675.68| 0.01000 2983.62| 0.01000 2983.62 UNCLASSIFIED BORROW EXCAVATION | | | 0080 211008-000 1023.000 MGR | 35.00000 35805.00| 27.00000 27621.00| 28.00000 28644.00 ROCK BORROW EXCAVATION | | | 0085 307001-000 2682.000 M3 | 35.00000 93870.00| 33.60000 90115.20| 37.00000 99234.00 AGGREGATE BASE COURSE, CLASS I | | | 0095 311006-001 8571.000 M3 | 78.00000 668538.00| 74.00000 634254.00| 60.00000 514260.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0105 501010-001 4.000 EA | 3000.00000 12000.00| 3300.00000 13200.00| 0.01000 0.04 BRIDGE APPROACH EXPANSION JOINT | | | 0110 502001-012 264.000 M2 | 185.00000 48840.00| 225.00000 59400.00| 200.00000 52800.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 601002-001 152.000 M3 | 1200.00000 182400.00| 1478.00000 224656.00| 1300.00000 197600.00 CLASS B CONCRETE | | | 0120 604002-016 37.000 M | 245.00000 9065.00| 155.00000 5735.00| 120.00000 4440.00 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0125 604002-020 16.000 M | 225.00000 3600.00| 246.00000 3936.00| 130.00000 2080.00 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0140 604004-024 307.000 M | 230.00000 70610.00| 235.00000 72145.00| 168.00000 51576.00 900 MM FULL BITUMINOUS COATED AND PAVED | | | INVERT CORRUGATED STEEL PIPE, C2 | | | 0145 604002-026 72.000 M | 260.00000 18720.00| 270.00000 19440.00| 165.00000 11880.00 1050 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0150 604004-026 170.000 M | 320.00000 54400.00| 332.00000 56440.00| 220.00000 37400.00 1050 MM FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, D2 | | | 0155 604002-032 113.000 M | 1400.00000 158200.00| 1235.00000 139555.00| 390.00000 44070.00 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B5 | | | 0160 604002-040 156.000 M | 1800.00000 280800.00| 1450.00000 226200.00| 585.00000 91260.00 2100 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, E3 | | | 0165 604009-016 2.000 EA | 300.00000 600.00| 675.00000 1350.00| 100.00000 200.00 450 MM CORRUGATED STEEL PIPE END SECTION| | | 0170 604009-020 1.000 EA | 450.00000 450.00| 700.00000 700.00| 100.00000 100.00 600 MM CORRUGATED STEEL PIPE END SECTION| | | 0175 605009-001 14.000 EA | 2300.00000 32200.00| 3425.00000 47950.00| 1400.00000 19600.00 TYPE G INLET | | | 0180 606029-001 8297.000 M | 26.00000 215722.00| 23.25000 192905.25| 22.00000 182534.00 FREE DRAINING BASE TRENCH | | | 0185 606030-001 1019.000 M | 35.00000 35665.00| 21.00000 21399.00| 10.00000 10190.00 OUTLET PIPE | | | 0190 607001-001 4664.000 M | 30.00000 139920.00| 31.50000 146916.00| 28.50000 132924.00 TYPE 1 GUARDRAIL, CLASS I | | | 0195 607006-001 8.000 EA | 800.00000 6400.00| 850.00000 6800.00| 775.00000 6200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0200 607025-001 6.000 EA | 360.00000 2160.00| 385.00000 2310.00| 350.00000 2100.00 CUT SLOPE TERMINAL, TYPE A | | | 0205 607030-001 12.000 EA | 400.00000 4800.00| 415.00000 4980.00| 375.00000 4500.00 SPECIAL TRAILING END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 607065-001 12.000 EA | 1200.00000 14400.00| 1275.00000 15300.00| 1150.00000 13800.00 FLARED END TERMINAL | | | 0215 608002-001 8546.000 M | 31.00000 264926.00| 31.60000 270053.60| 29.00000 247834.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0220 633001-001 2004.000 M2 | 80.00000 160320.00| 89.00000 178356.00| 80.00000 160320.00 CONCRETE GUTTER | | | 0225 633003-001 936.000 M3 | 60.00000 56160.00| 76.50000 71604.00| 37.00000 34632.00 DUMPED ROCK GUTTER | | | 0230 636008-001 600.000 M | 0.80000 480.00| 1.00000 600.00| 1.75000 1050.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0235 636009-001 2140.000 M | 3.25000 6955.00| 3.50000 7490.00| 3.15000 6741.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0240 636010-001 600.000 EA | 5.00000 3000.00| 5.00000 3000.00| 4.00000 2400.00 TEMPORARY RAISED PAVEMENT MARKER | | | 0245 636011-001 20562.000 UN | 0.90000 18505.80| 0.95000 19533.90| 0.85000 17477.70 TRAFFIC CONTROL DEVICE | | | 0250 636012-010 3.000 EA | 400.00000 1200.00| 440.00000 1320.00| 300.00000 900.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0255 636013-001 100.000 EA | 4.00000 400.00| 5.00000 500.00| 5.00000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0260 636014-001 3600.000 HR | 42.00000 151200.00| 42.50000 153000.00| 35.00000 126000.00 FLAGGER | | | 0265 636017-001 248.000 M | 110.00000 27280.00| 72.00000 17856.00| 90.00000 22320.00 TEMPORARY CONCRETE BARRIER | | | 0270 636018-001 75.000 M | 35.00000 2625.00| 50.00000 3750.00| 53.00000 3975.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0275 636025-001 4800.000 DA | 0.45000 2160.00| 0.50000 2400.00| 0.40000 1920.00 WARNING LIGHTS, TYPE A | | | 0280 636025-001 5300.000 DA | 1.35000 7155.00| 1.40000 7420.00| 1.35000 7155.00 WARNING LIGHTS, TYPE B | | | 0285 636025-001 4500.000 DA | 0.45000 2025.00| 0.50000 2250.00| 0.40000 1800.00 WARNING LIGHTS, TYPE C | | | 0290 637001-001 22000.000 KL | 4.50000 99000.00| 1.00000 22000.00| 0.01000 220.00 WATER FOR DUST PALLIATIVE | | | 0295 638002-001 138.000 EA | 36.00000 4968.00| 210.00000 28980.00| 24.00000 3312.00 RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 638003-001 5.000 EA | 95.00000 475.00| 250.00000 1250.00| 200.00000 1000.00 SURVEY MARKER | | | 0305 639001-001 LUMP| 210000.00000 210000.00| 59000.00000 59000.00| 198562.00000 198562.00 CONSTRUCTION LAYOUT STAKE | | | 0310 640002-001 20.000 MO | 2100.00000 42000.00| 1575.00000 31500.00| 2500.00000 50000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0315 640003-001 LUMP| 10600.00000 10600.00| 16000.00000 16000.00| 7500.00000 7500.00 BUILDING EQUIPMENT | | | 0320 642001-001 3012.000 M | 0.01000 30.12| 1.75000 5271.00| 0.01000 30.12 TEMPORARY BERM | | | 0325 642002-001 820.000 M | 52.00000 42640.00| 34.50000 28290.00| 25.00000 20500.00 SLOPE DRAIN | | | 0330 642004-001 3388.000 KG | 0.10000 338.80| 1.10000 3726.80| 0.01000 33.88 SEED MIXTURE, TEMPORARY | | | 0335 642004-002 571.000 KG | 0.10000 57.10| 0.25000 142.75| 0.40000 228.40 SEED MIXTURE, B | | | 0340 642004-003 2975.000 KG | 0.10000 297.50| 0.25000 743.75| 10.00000 29750.00 SEED MIXTURE, D | | | 0345 642005-001 226.000 MGR | 400.00000 90400.00| 415.00000 93790.00| 0.01000 2.26 MULCH, STRAW OR HAY | | | 0350 642005-002 6.000 MGR | 1200.00000 7200.00| 1200.00000 7200.00| 1500.00000 9000.00 MULCH, WOOD CELLULOSE FIBER | | | 0355 642006-001 46.000 MGR | 1500.00000 69000.00| 1500.00000 69000.00| 350.00000 16100.00 FERTILIZER | | | 0360 642007-001 15273.000 M2 | 1.80000 27491.40| 1.85000 28255.05| 0.40000 6109.20 FIBER MATTING | | | 0365 642009-001 10320.000 M | 2.00000 20640.00| 3.15000 32508.00| 0.01000 103.20 CONTOUR DITCH | | | 0370 642010-001 171.000 MGR | 1.10000 188.10| 1.25000 213.75| 10.00000 1710.00 AGRICULTURAL LIMESTONE | | | 0375 642011-001 2499.000 EA | 0.01000 24.99| 5.00000 12495.00| 0.01000 24.99 HAY OR STRAW BALE | | | 0380 642012-001 7495.000 M | 9.00000 67455.00| 9.00000 67455.00| 0.01000 74.95 SILT FENCE | | | 0385 642031-001 923.000 EA | 110.00000 101530.00| 61.00000 56303.00| 0.01000 9.23 DITCH CHECK | | | 0390 642032-001 94.000 EA | 770.00000 72380.00| 100.00000 9400.00| 0.01000 0.94 CHECK DAM | | | 0395 642033-001 252.000 M3 | 10.00000 2520.00| 22.00000 5544.00| 8.00000 2016.00 SEDIMENT TRAP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 642034-001 915.000 M3 | 10.00000 9150.00| 6.00000 5490.00| 8.00000 7320.00 SEDIMENT DAM | | | 0405 642036-001 378.000 M3 | 6.50000 2457.00| 16.00000 6048.00| 8.00000 3024.00 SEDIMENT REMOVAL | | | 0410 642037-001 4103.000 M3 | 8.00000 32824.00| 6.75000 27695.25| 8.00000 32824.00 SEDIMENT POND | | | 0415 652001-001 170.000 MGR | 1.10000 187.00| 1.25000 212.50| 10.00000 1700.00 AGRICULTURAL LIMESTONE | | | 0420 652002-001 46.000 MGR | 1900.00000 87400.00| 2100.00000 96600.00| 825.00000 37950.00 FERTILIZER, 10-20-10 | | | 0425 652002-002 14.000 MGR | 560.00000 7840.00| 600.00000 8400.00| 1200.00000 16800.00 FERTILIZER, UREA FORMALDEHYDE | | | 0430 652003-001 571.000 KG | 0.10000 57.10| 0.25000 142.75| 0.45000 256.95 SEED MIXTURES, B, C-1, OR C-2 | | | 0435 652003-002 2975.000 KG | 11.50000 34212.50| 12.00000 35700.00| 19.00000 56525.00 SEED MIXTURE, D | | | 0440 652004-001 225.000 MGR | 230.00000 51750.00| 250.00000 56250.00| 250.00000 56250.00 STRAW OR HAY MULCH | | | 0445 652004-002 6.000 MGR | 1200.00000 7200.00| 1200.00000 7200.00| 1000.00000 6000.00 WOOD CELLULOSE FIBER MULCH | | | 0450 655002-001 26249.000 M2 | 4.00000 104996.00| 4.25000 111558.25| 4.00000 104996.00 PERMANENT EROSION MATTING, TYPE A | | | 0455 655002-001 2853.000 M2 | 4.00000 11412.00| 4.50000 12838.50| 4.00000 11412.00 PERMANENT EROSION MATTING, TYPE B | | | 0460 664001-008 2.000 EA | 4000.00000 8000.00| 4150.00000 8300.00| 5900.00000 11800.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0465 665004-001 2.000 EA | 5000.00000 10000.00| 1875.00000 3750.00| 1500.00000 3000.00 WATER WELL SURVEY | | | 0466 642035-001 4.000 EA | 5000.00000 20000.00| 4000.00000 16000.00| 2800.00000 11200.00 RISER | | | 0475 401001-011 AA1 49665.000 MGR | 40.25000 1999016.25| 41.90000 2080963.50| 38.20000 1897203.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0480 401001-012 AA2 47424.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0485 401007-011 AB1 2552.000 MGR | 55.00000 140360.00| 52.90000 135000.80| 48.20000 123006.40 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL I | | | 0490 401007-012 AB2 2322.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 402001-011 AC1 6577.000 MGR | 56.00000 368312.00| 57.30000 376862.10| 48.20000 317011.40 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0500 402001-012 AC2 6281.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0505 604002-016 AD1 218.000 M | | | 120.00000 26160.00 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0510 604076-016 AD2 218.000 M | 300.00000 65400.00| 168.00000 36624.00| 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0515 604037-016 AD3 218.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0520 604002-016 AE1 84.000 M | | | 150.00000 12600.00 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0525 604076-016 AE2 84.000 M | 160.00000 13440.00| 138.00000 11592.00| 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0530 604037-016 AE3 84.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS V| | | 0535 604002-020 AF1 18.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0540 604076-020 AF2 18.000 M | 230.00000 4140.00| 220.00000 3960.00| 150.00000 2700.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0545 604037-020 AF3 18.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0550 604002-020 AG1 25.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0555 604072-120 AG1 1.000 EA | | | 600 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0560 604076-020 AG2 25.000 M | 240.00000 6000.00| 228.00000 5700.00| 140.00000 3500.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604072-120 AG2 1.000 EA | 610.00000 610.00| 900.00000 900.00| 280.00000 280.00 600 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0570 604037-020 AG3 25.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0575 604071-020 AG3 1.000 EA | | | 600 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0580 604002-022 AH1 118.000 M | | | 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0585 604072-122 AH1 2.000 EA | | | 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0590 604076-022 AH2 118.000 M | 200.00000 23600.00| 243.00000 28674.00| 140.00000 16520.00 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0595 604072-122 AH2 2.000 EA | 500.00000 1000.00| 950.00000 1900.00| 328.00000 656.00 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0600 604037-022 AH3 118.000 M | | | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0605 604071-022 AH3 2.000 EA | | | 750 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0610 604002-032 AI1 9.000 M | | | 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B5 | | | 0615 604076-032 AI2 9.000 M | 1100.00000 9900.00| 900.00000 8100.00| 350.00000 3150.00 1500 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0620 604037-032 AI3 9.000 M | | | 1500 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0625 636002-001 AJ1 329.000 MGR | 19.00000 6251.00| 26.00000 8554.00| 20.00000 6580.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0630 636002-002 AJ2 314.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0632 307005-001 AK1 1285.000 MGR | 22.00000 28270.00| 23.00000 29555.00| 22.00000 28270.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0633 307005-002 AK2 1169.000 MGR | | | AGGREGATE BASE COURSE, SLAG, CLASS III | | | SECTION TOTALS | $ 16,501,228.34| $ 16,894,502.07| $ 18,725,976.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0635 640004-001 LUMP| 7950.00000 7950.00| 6000.00000 6000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 7,950.00| $ 6,000.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS | | | 0640 657006-001 35.000 M | 115.00000 4025.00| 165.00000 5775.00| 114.00000 3990.00 S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0645 657006-005 42.000 M | 160.00000 6720.00| 220.00000 9240.00| 160.00000 6720.00 W150X18, A-441 SUPPORT, GALVANIZED | | | 0650 657008-001 172.000 M | 24.00000 4128.00| 30.00000 5160.00| 23.50000 4042.00 2.98 KG CHANNEL POST | | | 0655 657010-001 74.000 M | 28.00000 2072.00| 35.00000 2590.00| 28.00000 2072.00 4.5 KG CHANNEL POST | | | 0660 657012-001 10.000 M | 34.00000 340.00| 40.00000 400.00| 34.00000 340.00 5.96 KG BACK TO BACK CHANNEL POST | | | 0665 657017-001 7.000 M3 | 1350.00000 9450.00| 1450.00000 10150.00| 1335.00000 9345.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0670 661001-001 17.000 M2 | 180.00000 3060.00| 225.00000 3825.00| 180.00000 3060.00 2 MM FLAT SHEET SIGN | | | 0675 661002-001 41.000 M2 | 230.00000 9430.00| 330.00000 13530.00| 230.00000 9430.00 EXTRUDED PANEL SIGN | | | 0680 661004-001 74.000 EA | 3.50000 259.00| 6.00000 444.00| 3.50000 259.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0685 661007-001 4.000 UN | 22.00000 88.00| 55.00000 220.00| 22.00000 88.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0690 661008-001 4.000 EA | 55.00000 220.00| 110.00000 440.00| 55.00000 220.00 DELINEATOR BRACKET, TYPE A | | | 0695 661013-001 30.000 EA | 35.00000 1050.00| 50.00000 1500.00| 35.00000 1050.00 PLASTIC DELINEATOR POST, YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 663001-004 9100.000 M | 0.40000 3640.00| 0.45000 4095.00| 0.45000 4095.00 EDGE LINE, TYPE II WHITE | | | 0705 663001-004 7400.000 M | 0.40000 2960.00| 0.45000 3330.00| 0.45000 3330.00 EDGE LINE, TYPE II YELLOW | | | 0710 663002-005 1850.000 M | 0.45000 832.50| 0.50000 925.00| 0.55000 1017.50 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0715 663003-005 1670.000 M | 0.45000 751.50| 0.50000 835.00| 0.45000 751.50 BARRIER LINE, TYPE II | | | 0720 663004-004 160.000 M | 1.50000 240.00| 2.00000 320.00| 1.00000 160.00 CHANNELIZING LINE, TYPE II | | | 0725 663005-010 50.000 M | 37.00000 1850.00| 40.00000 2000.00| 39.00000 1950.00 STOP LINE, TYPE V | | | 0730 663010-010 6.000 EA | 155.00000 930.00| 170.00000 1020.00| 155.00000 930.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 52,046.00| $ 65,799.00| $ 52,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON JOB TRAINING | | | 0735 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 NO.4275 | | | 0740 212001-000 2226.000 M3 | 60.00000 133560.00| 60.00000 133560.00| 65.00000 144690.00 STRUCTURE EXCAVATION | | | 0745 212002-000 106.000 M3 | 100.00000 10600.00| 57.00000 6042.00| 70.00000 7420.00 WET EXCAVATION | | | 0750 212004-000 1.000 EA | 26000.00000 26000.00| 16000.00000 16000.00| 7400.00000 7400.00 COFFERDAM | | | 0755 212005-000 389.000 M3 | 95.00000 36955.00| 85.00000 33065.00| 66.00000 25674.00 SELECT MATERIAL FOR BACKFILLING | | | 0765 601002-001 148.000 M3 | 570.00000 84360.00| 386.00000 57128.00| 250.00000 37000.00 CLASS B CONCRETE | | | 0770 601002-003 190.000 M3 | 850.00000 161500.00| 1100.00000 209000.00| 920.00000 174800.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0775 601003-001 777.000 M3 | 720.00000 559440.00| 827.00000 642579.00| 650.00000 505050.00 CLASS K CONCRETE | | | 0780 601003-003 156.000 M3 | 800.00000 124800.00| 1570.00000 244920.00| 700.00000 109200.00 CLASS K CONCRETE, ARCHITECTURAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 601005-001 11.000 M3 | 850.00000 9350.00| 500.00000 5500.00| 200.00000 2200.00 CLASS C CONCRETE | | | 0790 601025-001 330.000 M3 | 400.00000 132000.00| 300.00000 99000.00| 200.00000 66000.00 MODIFIED CONCRETE, CLASS B, 28 MPA | | | 0795 601026-001 584.000 M3 | 800.00000 467200.00| 1200.00000 700800.00| 900.00000 525600.00 MODIFIED ARCHITECTURAL CONCRETE, CLASS | | | B, 28 MPA | | | 0800 602001-001 128400.000 KG | 1.60000 205440.00| 1.76000 225984.00| 1.60000 205440.00 REINFORCING STEEL BAR | | | 0805 602002-001 114090.000 KG | 1.70000 193953.00| 1.98000 225898.20| 1.70000 193953.00 EPOXY COATED REINFORCING STEEL BAR | | | 0810 615001-001 1.000 LS | 1973400.00000 1973400.00| 1648000.00000 1648000.00| 1707000.00000 1707000.00 STEEL SUPERSTRUCTURE | | | 0815 615029-001 16.000 EA | 1500.00000 24000.00| 4055.00000 64880.00| 1000.00000 16000.00 NON-GUIDED BEARING | | | 0820 615030-001 16.000 EA | 6300.00000 100800.00| 4055.00000 64880.00| 5500.00000 88000.00 FIXED BEARING | | | 0825 617003-001 340.000 M | 160.00000 54400.00| 165.00000 56100.00| 200.00000 68000.00 ALUMINUM RAILING | | | 0830 625001-018 18.000 M | 2500.00000 45000.00| 1560.00000 28080.00| 1010.00000 18180.00 1350 MM DIAMETER DRILLED CAISSONS | | | 0835 625003-016 64.000 M | 3000.00000 192000.00| 1965.00000 125760.00| 2400.00000 153600.00 1200 MM ROCK SOCKET FOUNDATION | | | 0840 625004-016 LUMP| 16500.00000 16500.00| 27000.00000 27000.00| 33000.00000 33000.00 1200 MM DRILLED CAISSON TEST HOLE | | | 0845 625005-001 96.000 M | 115.00000 11040.00| 92.00000 8832.00| 50.00000 4800.00 PREINSTALLATION CORE HOLE | | | 0850 627017-001 84.000 M | 130.00000 10920.00| 35.00000 2940.00| 120.00000 10080.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0855 631001-001 LUMP| 31600.00000 31600.00| 31150.00000 31150.00| 29000.00000 29000.00 ELECTRICAL WORK | | | 0860 639001-001 LUMP| 5000.00000 5000.00| 77000.00000 77000.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 0865 662002-001 LUMP| 3600.00000 3600.00| 3600.00000 3600.00| 3300.00000 3300.00 GALVANIZED STEEL CONDUIT | | | 0870 662003-001 1.000 LS | 6500.00000 6500.00| 6400.00000 6400.00| 5800.00000 5800.00 POLYVINYLCHLORIDE CONDUIT | | | 0875 662006-001 6.000 EA | 1100.00000 6600.00| 1050.00000 6300.00| 950.00000 5700.00 JUNCTION BOX, TYPE A (MODIFIED) | | | 0880 662014-001 LUMP| 115.00000 115.00| 150.00000 150.00| 100.00000 100.00 INCIDENTAL ELECTRICAL WORK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715027 COUNTIES : HARDY LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 |(8) 23-1374051 |(9) 25-1021993 |VECELLIO & GROGAN, INC. |NEW ENTERPRISE STONE & LIME |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0885 679002-001 159.000 M3 | 1050.00000 166950.00| 882.00000 140238.00| 1000.00000 159000.00 SPECIALIZED CONCRETE OVERLAY | | | 0890 679006-001 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 3500.00000 3500.00 TEST SLAB | | | SECTION TOTALS | $ 4,798,583.00| $ 4,894,286.20| $ 4,310,987.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,361,407.34| $ 21,862,187.27| $ 23,096,413.28 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0026238 COUNTIES : HARRISON PRESTON LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 04 TAYLOR OTHERS CONTRACT DESCRIPTION : DISTRICT FOUR ROADWAY STRIPING PROJECT(S) : S384-0STR/IP-002.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 76-0522462 NES COMPANIES LP DBA INTERSTATE TRAFFIC CONTROL INC. $ 842,802.60 100.0000% 2 34-1233573 OGLESBY CONSTRUCTION, INC. $ 864,006.00 102.5158% 3 22-2299140 DENVILLE LINE PAINTING, INC. $ 872,532.00 103.5274% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0026238 COUNTIES : HARRISON PRESTON LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 04 TAYLOR OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 76-0522462 |(2) 34-1233573 |(3) 22-2299140 |NES COMPANIES LP |OGLESBY CONSTRUCTION, INC. |DENVILLE LINE PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS (PAINT) | | | 0005 204001-000 LUMP| 85750.00000 85750.00| 90100.00000 90100.00| 95000.00000 95000.00 MOBILIZATION | | | 0010 204001-000 LUMP| 750.00000 750.00| 2500.00000 2500.00| 1500.00000 1500.00 MOBILIZATION , PER PRIORITY JOB ORDER | | | 0015 204002-000 1000.000 MI | 0.01000 10.00| 2.00000 2000.00| 1.00000 1000.00 MOBILIZATION, PER MILE | | | 0020 204003-000 10.000 EA | 1.00000 10.00| 500.00000 5000.00| 10.00000 100.00 MOBILIZATION, PER JOB ORDER | | | 0025 663001-004 8448000.000 LF | 0.03690 311731.20| 0.03400 287232.00| 0.03800 321024.00 EDGE LINE, TYPE II WHITE | | | 0030 663001-004 800000.000 LF | 0.04720 37760.00| 0.04500 36000.00| 0.04500 36000.00 EDGE LINE, TYPE II YELLOW | | | 0035 663002-005 280000.000 LF | 0.04720 13216.00| 0.09000 25200.00| 0.04500 12600.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0040 663002-005 10666000.000 LF | 0.03690 393575.40| 0.03900 415974.00| 0.03800 405308.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | SECTION TOTALS | $ 842,802.60| $ 864,006.00| $ 872,532.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 842,802.60| $ 864,006.00| $ 872,532.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0026234 COUNTIES : MINERAL JEFFERSON LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 BERKELEY OTHERS CONTRACT DESCRIPTION : DISTRICT FIVE ROADWAY STRIPING PROJECT(S) : S385-0STR/IP-002.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1233573 OGLESBY CONSTRUCTION, INC. $ 898,566.00 100.0000% 2 76-0522462 NES COMPANIES LP DBA INTERSTATE TRAFFIC CONTROL INC. $ 919,829.76 102.3664% 3 22-2299140 DENVILLE LINE PAINTING, INC. $ 972,201.60 108.1947% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0026234 COUNTIES : MINERAL JEFFERSON LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 05 BERKELEY OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 34-1233573 |(2) 76-0522462 |(3) 22-2299140 |OGLESBY CONSTRUCTION, INC. |NES COMPANIES LP |DENVILLE LINE PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS (PAINT) | | | 0005 204001-000 LUMP| 122250.00000 122250.00| 110750.00000 110750.00| 120000.00000 120000.00 MOBILIZATION | | | 0010 204001-000 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 2000.00000 2000.00 MOBILIZATION , PER PRIORITY JOB ORDER | | | 0015 204002-000 2000.000 MI | 2.00000 4000.00| 0.01000 20.00| 2.00000 4000.00 MOBILIZATION, PER MILE | | | 0020 204003-000 10.000 EA | 500.00000 5000.00| 1.00000 10.00| 300.00000 3000.00 MOBILIZATION, PER JOB ORDER | | | 0025 663001-004 10300000.000 LF | 0.03400 350200.00| 0.03930 404790.00| 0.04100 422300.00 EDGE LINE, TYPE II WHITE | | | 0030 663001-004 237600.000 LF | 0.04500 10692.00| 0.04730 11238.48| 0.04100 9741.60 EDGE LINE, TYPE II YELLOW | | | 0035 663002-005 105600.000 LF | 0.09000 9504.00| 0.04730 4994.88| 0.07000 7392.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0040 663002-005 9848000.000 LF | 0.04000 393920.00| 0.03930 387026.40| 0.04100 403768.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | SECTION TOTALS | $ 898,566.00| $ 919,829.76| $ 972,201.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 898,566.00| $ 919,829.76| $ 972,201.60 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0026239 COUNTIES : MARSHALL HANCOCK LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 06 OHIO OTHERS CONTRACT DESCRIPTION : DISTRICT SIX ROADWAY STRIPING PROJECT(S) : S386-0STR/IP-002.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1233573 OGLESBY CONSTRUCTION, INC. $ 523,371.00 100.0000% 2 22-2299140 DENVILLE LINE PAINTING, INC. $ 537,090.00 102.6212% 3 76-0522462 NES COMPANIES LP DBA INTERSTATE TRAFFIC CONTROL INC. $ 555,022.20 106.0475% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0026239 COUNTIES : MARSHALL HANCOCK LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 06 OHIO OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 34-1233573 |(2) 22-2299140 |(3) 76-0522462 |OGLESBY CONSTRUCTION, INC. |DENVILLE LINE PAINTING, INC.|NES COMPANIES LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS (PAINT) | | | 0005 204001-000 LUMP| 59650.00000 59650.00| 70000.00000 70000.00| 82000.00000 82000.00 MOBILIZATION | | | 0010 204001-000 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 750.00000 750.00 MOBILIZATION , PER PRIORITY JOB ORDER | | | 0015 204002-000 2000.000 MI | 2.00000 4000.00| 1.00000 2000.00| 0.01000 20.00 MOBILIZATION, PER MILE | | | 0020 204003-000 10.000 EA | 400.00000 4000.00| 10.00000 100.00| 1.00000 10.00 MOBILIZATION, PER JOB ORDER | | | 0025 663001-004 5650000.000 LF | 0.03400 192100.00| 0.03800 214700.00| 0.03860 218090.00 EDGE LINE, TYPE II WHITE | | | 0030 663001-004 264000.000 LF | 0.04500 11880.00| 0.04300 11352.00| 0.04730 12487.20 EDGE LINE, TYPE II YELLOW | | | 0035 663002-005 132000.000 LF | 0.09000 11880.00| 0.04300 5676.00| 0.04730 6243.60 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0040 663002-005 6099000.000 LF | 0.03900 237861.00| 0.03800 231762.00| 0.03860 235421.40 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | SECTION TOTALS | $ 523,371.00| $ 537,090.00| $ 555,022.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 523,371.00| $ 537,090.00| $ 555,022.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9510901 COUNTIES : POCAHONTAS LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : LOCUST CREEK COVERED BRIDGE PROJECT(S) : S338-0031/13-000.01 00 0CBR 3113 001 E00 LOCATION: OVER LOCUST CREEK, MP 0.00 - 0.01 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 406,936.29 100.0000% 2 55-0671461 HOKE BROTHERS CONTRACTING $ 475,615.32 116.8770% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9510901 COUNTIES : POCAHONTAS LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 55-0671461 | |ORDERS CONSTRUCTION COMPANY,|HOKE BROTHERS CONTRACTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP| 10000.00000 10000.00| 13500.00000 13500.00| MOBILIZATION | | | 0010 207001-001 82.000 M3 | 47.00000 3854.00| 25.00000 2050.00| UNCLASSIFIED EXCAVATION | | | 0015 207034-000 86.000 M2 | 1.30000 111.80| 2.50000 215.00| FABRIC FOR SEPARATION | | | 0020 307001-000 26.000 M3 | 90.00000 2340.00| 50.00000 1300.00| AGGREGATE BASE COURSE, CLASS I | | | 0025 601002-001 2.250 M3 | 150.00000 337.50| 600.00000 1350.00| CLASS B CONCRETE | | | 0030 604002-006 16.000 M | 210.00000 3360.00| 150.00000 2400.00| 200 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0035 608002-001 17.000 M | 75.00000 1275.00| 100.00000 1700.00| 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0037 622002-001 0.700 M3 | 3450.00000 2415.00| 5000.00000 3500.00| TREATED LUMBER AND TIMBER | | | 0040 636011-001 1575.000 UN | 1.00000 1575.00| 1.00000 1575.00| TRAFFIC CONTROL DEVICE | | | 0045 636012-010 1.000 EA | 220.00000 220.00| 0.01000 0.01| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0050 636013-001 15.000 EA | 3.00000 45.00| 0.01000 0.15| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0055 636025-001 400.000 DA | 1.25000 500.00| 0.50000 200.00| WARNING LIGHTS, TYPE B | | | 0060 638002-001 4.000 EA | 89.00000 356.00| 50.00000 200.00| RIGHT OF WAY MARKER | | | 0065 639001-001 LUMP| 3000.00000 3000.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKE | | | 0070 640006-001 7.000 MO | 1200.00000 8400.00| 500.00000 3500.00| SMALL FIELD OFFICE | | | 0075 640003-001 LUMP| 1400.00000 1400.00| 2500.00000 2500.00| BUILDING EQUIPMENT | | | 0080 642004-001 4.000 KG | 66.00000 264.00| 1.00000 4.00| SEED MIXTURE, TEMPORARY | | | 0085 642005-001 0.300 MGR | 770.00000 231.00| 1.00000 0.30| MULCH, STRAW OR HAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9510901 COUNTIES : POCAHONTAS LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 55-0671461 | |ORDERS CONSTRUCTION COMPANY,|HOKE BROTHERS CONTRACTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 642006-001 0.060 MGR | 704.00000 42.24| 1.00000 0.06| FERTILIZER | | | 0095 642010-001 0.030 MGR | 330.00000 9.90| 1.00000 0.03| AGRICULTURAL LIMESTONE | | | 0100 642012-001 30.000 M | 6.00000 180.00| 50.00000 1500.00| SILT FENCE | | | 0105 642036-001 1.000 M3 | 110.00000 110.00| 1.00000 1.00| SEDIMENT REMOVAL | | | 0110 652001-001 0.032 MGR | 330.00000 10.56| 10.00000 0.32| AGRICULTURAL LIMESTONE | | | 0115 652002-001 0.030 MGR | 858.00000 25.74| 1.00000 0.03| FERTILIZER, 10-20-10 | | | 0120 652002-002 0.020 MGR | 2000.00000 40.00| 1.00000 0.02| FERTILIZER, UREA FORMALDEHYDE | | | 0125 652003-002 5.100 KG | 50.00000 255.00| 1.00000 5.10| SEED MIXTURE, D | | | 0130 652004-001 0.300 MGR | 770.00000 231.00| 1.00000 0.30| STRAW OR HAY MULCH | | | SECTION TOTALS | $ 40,588.74| $ 50,501.32| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4362 | | | 0135 203001-000 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| DISMANTLING STRUCTURE | | | 0140 212001-000 102.000 M3 | 117.00000 11934.00| 75.00000 7650.00| STRUCTURE EXCAVATION | | | 0145 212005-000 47.000 M3 | 146.00000 6862.00| 100.00000 4700.00| SELECT MATERIAL FOR BACKFILLING | | | 0150 615004-001 2703.000 KG | 12.85000 34733.55| 18.00000 48654.00| FABRICATED STRUCTURAL STEEL | | | 0160 629001-001 LUMP| 64500.00000 64500.00| 100000.00000 100000.00| TIMBER STUCTURE DISMANTLING | | | 0165 629002-001 9.000 M3 | 2495.00000 22455.00| 2500.00000 22500.00| UNTREATED LUMBER AND TIMBER | | | 0170 629003-001 0.100 M3 | 165000.00000 16500.00| 30000.00000 3000.00| TYPE 1 TIMBER REPAIR | | | 0175 629004-001 16.000 EA | 477.00000 7632.00| 2500.00000 40000.00| TYPE 2 TIMBER REPAIR | | | 0180 629005-001 712.000 L | 33.00000 23496.00| 30.00000 21360.00| PRESERVATIVE TREATMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9510901 COUNTIES : POCAHONTAS LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 55-0671461 | |ORDERS CONSTRUCTION COMPANY,|HOKE BROTHERS CONTRACTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 629006-001 LUMP| 100000.00000 100000.00| 78000.00000 78000.00| TIMBER STRUCTURE RE-ERECTION | | | 0190 629008-001 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| PAINT AND OIL | | | 0195 630002-001 25.000 M3 | 1460.00000 36500.00| 1800.00000 45000.00| NEW STONE MASONRY | | | 0200 630003-001 28.000 M3 | 910.00000 25480.00| 1000.00000 28000.00| RESETTING STONE MASONRY | | | 0205 643001-001 100.000 EA | 22.00000 2200.00| 40.00000 4000.00| PROGRESS PHOTOGRAPHS | | | 0210 643002-001 5.000 EA | 11.00000 55.00| 250.00000 1250.00| ADDITIONAL PHOTOGRAPHS, PER PHOTO FIELD | | | TRIP | | | SECTION TOTALS | $ 366,347.55| $ 425,114.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 406,936.29| $ 475,615.32| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0117201 COUNTIES : BROOKE LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WV 2 AT BROOKE PLAZA PROJECT(S) : U305-0002/00-012.33 00 LOCATION: FOLLANSBEE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 70,000.00 100.0000% 2 54-0458233 DAVIS H. ELLIOT COMPANY, INC. $ 78,776.00 112.5371% 3 55-0343932 BAYLISS & RAMEY, INC. $ 81,789.50 116.8421% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/29/01 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0117201 COUNTIES : BROOKE LETTING DATE : 10/30/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0646159 |(2) 54-0458233 |(3) 55-0343932 |WEST VIRGINIA SIGNAL & LIGHT|DAVIS H. ELLIOT COMPANY, INC|BAYLISS & RAMEY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP| 2190.00000 2190.00| 5000.00000 5000.00| 3500.00000 3500.00 MOBILIZATION | | | 0010 636007-001 1500.000 LF | 0.80000 1200.00| 1.10000 1650.00| 1.25000 1875.00 ERADICATION OF PAVEMENT MARKING | | | 0015 636011-001 5200.000 UN | 0.10000 520.00| 0.01000 52.00| 0.01000 52.00 TRAFFIC CONTROL DEVICE | | | 0020 636014-001 100.000 HR | 1.00000 100.00| 0.01000 1.00| 0.10000 10.00 FLAGGER | | | 0025 660001-001 LUMP| 10000.00000 10000.00| 9500.00000 9500.00| 10250.00000 10250.00 SIGNAL CONTROLLER 01 | | | 0030 660002-005 6.000 EA | 150.00000 900.00| 300.00000 1800.00| 150.00000 900.00 TRAFFIC DETECTOR, LPS-C | | | 0035 660003-006 20.000 EA | 275.00000 5500.00| 345.00000 6900.00| 375.00000 7500.00 SIGNAL SECTION, V-12 | | | 0040 660004-041 4.000 EA | 3750.00000 15000.00| 2500.00000 10000.00| 3725.00000 14900.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0045 660005-010 3.000 EA | 1000.00000 3000.00| 800.00000 2400.00| 850.00000 2550.00 JUNCTION BOX, TYPE H | | | 0050 660007-001 LUMP| 20000.00000 20000.00| 19755.90000 19755.90| 21645.00000 21645.00 MISCELLANEOUS SIGNAL 01 | | | 0055 660010-001 3.000 EA | 1500.00000 4500.00| 4500.00000 13500.00| 3770.00000 11310.00 PRIORITY CONTROL SYSTEM DETECTOR (D1) | | | 0060 660010-010 1.000 EA | 1000.00000 1000.00| 2500.00000 2500.00| 2275.00000 2275.00 PRIORITY CONTROL SYSTEM EMITTER | | | 0065 662007-001 2.000 EA | 375.00000 750.00| 500.00000 1000.00| 500.00000 1000.00 LUMINAIRE, 250W | | | 0070 662014-001 LUMP| 1250.00000 1250.00| 500.00000 500.00| 50.00000 50.00 INCIDENTAL ELECTRICAL WORK | | | 0075 663003-011 540.000 LF | 3.50000 1890.00| 3.74000 2019.60| 3.50000 1890.00 BARRIER LINE, TYPE V | | | 0080 663004-011 125.000 LF | 4.50000 562.50| 4.71000 588.75| 4.50000 562.50 CHANNELIZING LINE, TYPE V (8") | | | 0085 663005-010 75.000 LF | 12.50000 937.50| 12.65000 948.75| 12.00000 900.00 STOP LINE, TYPE V (24") | | | 0090 663010-010 4.000 EA | 175.00000 700.00| 165.00000 660.00| 155.00000 620.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 70,000.00| $ 78,776.00| $ 81,789.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 70,000.00| $ 78,776.00| $ 81,789.50 ====================================================================================================================================