1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : ECKMAN OVERHEAD BRIDGE PROJECT(S) : S324-0052/00-031.90 00 00BR 0052 090 000 LOCATION: OVER CO 52/9 & N&W RAILROAD 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 5,139,411.08 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 5,367,000.00 104.4283% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 5,586,552.00 108.7002% 4 54-1161087 CORTE CONSTRUCTION CO., INC. & SUBSIDIARY $ 5,873,631.40 114.2860% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE. | | | 0005 201-01 1.000 LS | 112000.00000 112000.00| 76758.00000 76758.00| 160000.00000 160000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 2200.00000 2200.00| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION 202-01(01) | | | 0015 202-01 1.000 LS | 2750.00000 2750.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION 202-01(02) | | | 0020 202-01 1.000 LS | 2750.00000 2750.00| 8000.00000 8000.00| 1.00000 1.00 BUILDING DEMOLITION 202-01(03) | | | 0025 202-01 1.000 LS | 3000.00000 3000.00| 9000.00000 9000.00| 1.00000 1.00 BUILDING DEMOLITION 202-01(04) | | | 0030 202-01 1.000 LS | 2750.00000 2750.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION 202-01(05) | | | 0035 204-01 LUMP| 63500.00000 63500.00| 70000.00000 70000.00| 91000.00000 91000.00 MOBILIZATION | | | 0040 207-01 14069.000 M3 | 11.90000 167421.10| 13.00000 182897.00| 10.00000 140690.00 UNCLASSIFIED EXCAVATION | | | 0045 207-02 1448.000 M3 | 46.70000 67621.60| 50.00000 72400.00| 46.00000 66608.00 SUBGRADE | | | 0050 207-34 10236.000 M2 | 1.10000 11259.60| 1.00000 10236.00| 2.00000 20472.00 FABRIC FOR SEPARATION | | | 0055 211-01 11448.000 M3 | 9.75000 111618.00| 15.00000 171720.00| 13.00000 148824.00 UNCLASSIFIED BORROW EXCAVATION | | | 0060 211-02 954.000 M3 | 25.60000 24422.40| 40.00000 38160.00| 20.00000 19080.00 ROCK BORROW EXCAVATION | | | 0065 212-02 719.000 M3 | 9.25000 6650.75| 60.00000 43140.00| 20.00000 14380.00 WET EXCAVATION | | | 0070 212-05 91.000 M3 | 105.00000 9555.00| 85.00000 7735.00| 85.00000 7735.00 SELECT MATERIAL FOR BACKFILLING | | | 0075 218-07 1950.000 M2 | 1.55000 3022.50| 2.20000 4290.00| 2.25000 4387.50 FABRIC FOR EROSION CONTROL | | | 0080 307-01 1794.000 M3 | 47.75000 85663.50| 70.00000 125580.00| 46.00000 82524.00 CLASS I AGGREGATE BASE COURSE | | | 0085 409-02 13928.000 L | 0.42000 5849.76| 0.40000 5571.20| 0.25000 3482.00 BITUMINOUS MATERIAL PRIME | | | 0090 502-01300 73.000 M2 | 183.00000 13359.00| 200.00000 14600.00| 185.00000 13505.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0095 601-02 5.000 M3 | 2150.00000 10750.00| 2000.00000 10000.00| 2200.00000 11000.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 604-3706002 31.000 M | 250.00000 7750.00| 180.00000 5580.00| 420.00000 13020.00 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0105 604-380600 2.000 EA | 650.00000 1300.00| 950.00000 1900.00| 1650.00000 3300.00 REINFORCED CONCRETE END SECTION 600MM | | | 0110 605-01 1.000 EA | 4100.00000 4100.00| 2800.00000 2800.00| 4000.00000 4000.00 TYPE A MANHOLE | | | 0115 605-04 3.000 EA | 2700.00000 8100.00| 1600.00000 4800.00| 3000.00000 9000.00 TYPE B INLET | | | 0120 605-09 9.000 EA | 2150.00000 19350.00| 1250.00000 11250.00| 3000.00000 27000.00 TYPE G INLET | | | 0125 606-250150 166.000 M | 45.00000 7470.00| 40.00000 6640.00| 40.00000 6640.00 UNDERDRAIN PIPE 150MM | | | 0130 607-011 159.000 M | 71.40000 11352.60| 41.00000 6519.00| 45.10000 7170.90 TYPE 1 GUARDRAIL, CLASS I | | | 0135 607-012 96.000 M | 66.00000 6336.00| 30.00000 2880.00| 33.00000 3168.00 TYPE 1 GUARDRAIL CLASS II | | | 0140 607-091 206.000 M | 34.60000 7127.60| 20.00000 4120.00| 22.00000 4532.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0145 607-101A 104.000 M | 20.00000 2080.00| 17.00000 1768.00| 18.70000 1944.80 GUARDRAIL REMOVAL | | | 0150 607-28 6.000 EA | 845.00000 5070.00| 850.00000 5100.00| 935.00000 5610.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0153 610-013 39.000 M | 131.00000 5109.00| 78.00000 3042.00| 75.00000 2925.00 PLAIN CONCRETE CURBING TYPE III | | | 0155 633-01 250.000 M2 | 100.00000 25000.00| 100.00000 25000.00| 100.00000 25000.00 CONCRETE GUTTER | | | 0160 633-03 348.000 M3 | 50.00000 17400.00| 72.00000 25056.00| 40.00000 13920.00 DUMPED ROCK GUTTER | | | 0165 636-07 800.000 M | 2.30000 1840.00| 2.25000 1800.00| 2.50000 2000.00 ERADICATION PAVEMENT MARKINGS | | | 0170 636-08 2400.000 M | 1.60000 3840.00| 1.20000 2880.00| 1.50000 3600.00 TEMP PVMT MARKING-PAINT | | | 0175 636-09 3200.000 M | 4.10000 13120.00| 3.50000 11200.00| 3.80000 12160.00 TEMP PVMT MARKING-TAPE TYPE VIIB | | | 0180 636-11 14320.000 UN | 1.12000 16038.40| 1.15000 16468.00| 1.20000 17184.00 TRAFFIC CONTROL DEVICE | | | 0185 636-12 4.000 EA | 315.00000 1260.00| 350.00000 1400.00| 0.25000 1.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636-13 100.000 EA | 4.00000 400.00| 5.00000 500.00| 0.10000 10.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0195 636-14 3000.000 HR | 37.80000 113400.00| 0.01000 30.00| 32.00000 96000.00 FLAGGER | | | 0200 636-17 200.000 M | 18.00000 3600.00| 75.00000 15000.00| 55.00000 11000.00 TEMPORARY CONCRETE BARRIERS | | | 0205 636-18 80.000 M | 17.00000 1360.00| 10.00000 800.00| 17.00000 1360.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0210 636-19 150.000 M | 53.00000 7950.00| 56.00000 8400.00| 61.60000 9240.00 TEMPORARY GUARDRAIL BARRIERS | | | 0215 636-25A 1200.000 DA | 0.51000 612.00| 0.60000 720.00| 0.75000 900.00 WARNING LIGHTS TYPE A | | | 0220 636-25B 1800.000 DA | 2.70000 4860.00| 1.75000 3150.00| 2.00000 3600.00 WARNING LIGHTS TYPE B | | | 0225 637-01 156.000 M3 | 14.00000 2184.00| 30.00000 4680.00| 10.00000 1560.00 WATER FOR DUST PALLIATIVE | | | 0230 638-02 28.000 EA | 55.00000 1540.00| 20.00000 560.00| 125.00000 3500.00 RIGHT OF WAY MARKERS | | | 0235 639-01 LUMP| 20700.00000 20700.00| 15000.00000 15000.00| 60000.00000 60000.00 CONSTRUCTION LAYOUT STAKES | | | 0240 640-01 LUMP| 11370.00000 11370.00| 20000.00000 20000.00| 14000.00000 14000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0245 640-03 LUMP| 1400.00000 1400.00| 5000.00000 5000.00| 2200.00000 2200.00 BUILDING EQUIPMENT | | | 0250 642-01 1720.000 M | 1.70000 2924.00| 1.00000 1720.00| 0.50000 860.00 TEMPORARY BERMS | | | 0255 642-02 12.000 M | 23.50000 282.00| 45.00000 540.00| 11.00000 132.00 SLOPE DRAINS | | | 0260 642-031 20.000 EA | 280.00000 5600.00| 45.00000 900.00| 100.00000 2000.00 DITCH CHECKS | | | 0265 642-041 74.000 KG | 2.65000 196.10| 1.00000 74.00| 1.50000 111.00 TEMPORARY SEED | | | 0270 642-051 3.000 MGR | 450.00000 1350.00| 1300.00000 3900.00| 1200.00000 3600.00 STRAW OR HAY MULCH | | | 0275 642-06 0.600 MGR | 500.00000 300.00| 1000.00000 600.00| 1100.00000 660.00 FERTILIZER | | | 0280 642-08 50.000 M | 51.00000 2550.00| 30.00000 1500.00| 95.00000 4750.00 TEMPORARY PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642-10 2.300 MGR | 100.00000 230.00| 100.00000 230.00| 125.00000 287.50 AGRICULTURAL LIMESTONE | | | 0290 642-11 874.000 EA | 7.40000 6467.60| 12.00000 10488.00| 4.00000 3496.00 HAY OR STRAW BALES | | | 0295 642-12 800.000 M | 10.00000 8000.00| 7.00000 5600.00| 7.00000 5600.00 SILT FENCE | | | 0300 652-01 1.500 MGR | 100.00000 150.00| 100.00000 150.00| 125.00000 187.50 AGRICULTURAL LIMESTONE | | | 0305 652-021 0.800 MGR | 500.00000 400.00| 1000.00000 800.00| 1100.00000 880.00 FERTILIZER 10-20-10 | | | 0310 652-022 0.300 MGR | 430.00000 129.00| 2000.00000 600.00| 1800.00000 540.00 UREA FORMALDEHYDE FERTILIZER | | | 0315 652-031 71.000 KG | 10.00000 710.00| 3.50000 248.50| 3.00000 213.00 SEED MIXTURES B, C-1, OR C-2 | | | 0320 652-032 52.000 KG | 15.50000 806.00| 7.00000 364.00| 10.00000 520.00 SEED MIXTURES D | | | 0325 652-041 2.900 MGR | 450.00000 1305.00| 1300.00000 3770.00| 1200.00000 3480.00 STRAW OR HAY MULCH | | | 0330 655-02A 200.000 M2 | 9.50000 1900.00| 6.50000 1300.00| 7.00000 1400.00 PERMANENT EROSION MATTING, TYPE A | | | 0340 681-01 LUMP| 1600.00000 1600.00| 5000.00000 5000.00| 1.00000 1.00 ASBESTOS ABATEMENT 681-01(02) | | | 0350 681-01 LUMP| 1500.00000 1500.00| 6000.00000 6000.00| 1.00000 1.00 ASBESTOS ABATEMENT 681-01(04) | | | 0355 681-01 LUMP| 3850.00000 3850.00| 5000.00000 5000.00| 1.00000 1.00 ASBESTOS ABATEMENT 681-01(05) | | | 0357 610-0661 252.000 M | 181.00000 45612.00| 150.00000 37800.00| 240.00000 60480.00 MEDIAN, TYPE VI MODIFIED | | | 0360 401-1(1)SG AA1 5304.000 MGR | 40.00000 212160.00| 38.00000 201552.00| 47.00000 249288.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0365 401-1(1)S AA2 4827.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0370 402-01(1)SG AB1 367.000 MGR | 44.00000 16148.00| 42.00000 15414.00| 57.50000 21102.50 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0375 402-01(1)S AB2 334.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0380 604-760400A2 AC1 19.500 M | 245.00000 4777.50| 100.00000 1950.00| 200.00000 3900.00 ALUMINUM COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0385 604-090400 AC1 1.000 EA | 165.00000 165.00| 200.00000 200.00| 200.00000 200.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 400MM | | | 0390 604-250400A2 AC2 19.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 400MM, | | | A2 | | | 0395 604-280400 AC2 1.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE | | | 0400 604-3704002 AC3 19.500 M | | | REINFORCED CONCRETE PIPE 400MM, CLASS II| | | 0405 604-380400 AC3 1.000 EA | | | REINFORCED CONCRETE END SECTION 400MM | | | 0410 604-760450A2 AD1 145.500 M | 197.00000 28663.50| 225.00000 32737.50| 230.00000 33465.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0415 604-090450 AD1 3.000 EA | 225.00000 675.00| 235.00000 705.00| 200.00000 600.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 450MM | | | 0420 604-250450A2 AD2 145.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0425 604-280450 AD2 3.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 450MM | | | 0430 604-3704502 AD3 145.500 M | | | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0435 604-380450 AD3 3.000 EA | | | REINFORCED CONCRETE END SECTION, 450MM | | | 0440 604-760600A2 AE1 96.000 M | 240.00000 23040.00| 270.00000 25920.00| 285.00000 27360.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0445 604-250600A2 AE2 96.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 600MM, A2| | | 0450 604-3706002 AE3 96.000 M | | | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0455 604-760800A2 AF1 6.500 M | 380.00000 2470.00| 235.00000 1527.50| 360.00000 2340.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A2 | | | 0460 604-250800A2 AF2 6.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE 800MM, A2| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0465 604-3708003 AF3 6.500 M | | | REINFORCED CONCRETE PIPE, 800MM, CLASS | | | III | | | 0470 636-02SG AG1 500.000 MGR | 17.60000 8800.00| 23.00000 11500.00| 22.00000 11000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0475 636-02S AG2 455.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,421,923.51| $ 1,459,220.70| $ 1,587,693.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 RETAINING WALL | | | 0480 212-01 160.000 M3 | 21.00000 3360.00| 50.00000 8000.00| 30.00000 4800.00 STRUCTURE EXCAVATION | | | 0485 212-02 550.000 M3 | 21.00000 11550.00| 60.00000 33000.00| 30.00000 16500.00 WET EXCAVATION | | | 0490 212-05 710.000 M3 | 32.00000 22720.00| 60.00000 42600.00| 55.00000 39050.00 SELECT MATERIAL FOR BACKFILLING | | | 0495 626-01 BA1 321.000 M2 | 579.00000 185859.00| | RETAINING WALL, REINFORCED EARTH | | | 0500 626-02 BA2 321.000 M2 | | 600.00000 192600.00| 690.00000 221490.00 RETAINING WALL, VSL RETAINED EARTH | | | 0505 626-03 BA3 258.000 M2 | | | RETAINING WALL, CAST IN PLACE | | | 0510 639-01 LUMP| 20700.00000 20700.00| 5000.00000 5000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 244,189.00| $ 281,200.00| $ 283,840.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 BRIDGE NO.4375 | | | 0515 203-01 LUMP| 130000.00000 130000.00| 150000.00000 150000.00| 125000.00000 125000.00 DISMANTLING STRUCTURES (1412) | | | 0520 211-02 1580.000 M3 | 27.00000 42660.00| 40.00000 63200.00| 20.00000 31600.00 ROCK BORROW EXCAVATION | | | 0525 212-01 1763.000 M3 | 28.00000 49364.00| 25.00000 44075.00| 39.00000 68757.00 STRUCTURE EXCAVATION | | | 0530 212-02 692.000 M3 | 62.00000 42904.00| 118.00000 81656.00| 78.00000 53976.00 WET EXCAVATION | | | 0535 212-05 210.000 M3 | 112.00000 23520.00| 85.00000 17850.00| 85.00000 17850.00 SELECT MATERIAL FOR BACKFILLING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 218-06 1012.000 M3 | 35.00000 35420.00| 50.00000 50600.00| 25.00000 25300.00 FOUNDATION PROTECTION | | | 0545 601-02 1231.000 M3 | 497.00000 611807.00| 500.00000 615500.00| 407.00000 501017.00 CLASS B CONCRETE | | | 0550 601-03 715.000 M3 | 497.00000 355355.00| 570.00000 407550.00| 585.00000 418275.00 CLASS K CONCRETE | | | 0555 602-01 80315.000 KG | 1.31000 105212.65| 1.65000 132519.75| 1.60000 128504.00 REIN STEEL BARS | | | 0560 602-02 98362.000 KG | 1.53000 150493.86| 1.85000 181969.70| 1.75000 172133.50 EPOXY COATED REINFORCING BARS | | | 0565 608-0112 83.000 M | 105.00000 8715.00| 105.00000 8715.00| 110.00000 9130.00 RIGHT OF WAY FENCE CHAIN LINK 1.2M | | | 0570 608-0124 217.000 M | 125.00000 27125.00| 115.00000 24955.00| 125.00000 27125.00 RIGHT OF WAY FENCE CHAIN LINK 2.4M | | | 0575 615-01 1.000 LS | 1280000.00000 1280000.00| 1263000.00000 1263000.00| 1543000.00000 1543000.00 STEEL SUPERSTRUCTURE | | | 0580 616-04H250062 947.000 M | 93.00000 88071.00| 88.00000 83336.00| 95.00000 89965.00 STEEL BEARING PILES, HP 250X62, DRIVEN | | | 0585 616-04H310094 136.000 M | 142.00000 19312.00| 145.00000 19720.00| 105.00000 14280.00 STEEL BEARING PILES, HP 310 X 94, DRIVEN| | | 0590 639-01 LUMP| 22000.00000 22000.00| 15000.00000 15000.00| 5000.50000 5000.50 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 2,991,959.51| $ 3,159,646.45| $ 3,230,913.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 REINFORCED EATH ALTERNATIVE WITH ABUTMENT NO.2 ALT CA1 | | | 0595 211-02 CA1 50.000 M3 | 45.00000 2250.00| | ROCK BORROW EXCAVATION | | | 0600 212-01 CA1 2700.000 M3 | 8.35000 22545.00| | STRUCTURE EXCAVATION | | | 0605 212-05 CA1 3000.000 M3 | 32.00000 96000.00| | SELECT MATERIAL FOR BACKFILLING | | | 0610 502-01300 CA1 68.000 M2 | 180.00000 12240.00| | PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0615 601-02 CA1 125.000 M3 | 640.00000 80000.00| | CLASS B CONCRETE | | | 0620 602-01 CA1 1026.000 KG | 1.31000 1344.06| | REIN STEEL BARS | | | 0625 602-02 CA1 4475.000 KG | 1.60000 7160.00| | EPOXY COATED REINFORCING BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 614-5 CA1 LUMP| 66000.00000 66000.00| | RETAINED EMBANKMENT STRUCTURE | | | (TEMPORARY) | | | 0635 616-04H310079 CA1 200.000 M | 95.00000 19000.00| | STEEL BEARING PILES, HP 310X79, DRVN | | | 0640 626-01 CA1 204.000 M2 | 825.00000 168300.00| | RETAINING WALL, REINFORCED EARTH | | | SECTION TOTALS | $ 474,839.06| $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 VSL RETAINED EARTH ALTERNATIVE WITH ABUTMENT NO.2 ALT CA2 | | | 0645 211-02 CA2 50.000 M3 | | | ROCK BORROW EXCAVATION | | | 0650 212-01 CA2 2700.000 M3 | | | STRUCTURE EXCAVATION | | | 0655 212-05 CA2 3000.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 0660 502-01300 CA2 68.000 M2 | | | PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0665 601-02 CA2 125.000 M3 | | | CLASS B CONCRETE | | | 0670 602-01 CA2 1026.000 KG | | | REIN STEEL BARS | | | 0675 602-02 CA2 4475.000 KG | | | EPOXY COATED REINFORCING BARS | | | 0680 614-5 CA2 LUMP| | | RETAINED EMBANKMENT STRUCTURE | | | (TEMPORARY) | | | 0685 616-04H310079 CA2 200.000 M | | | STEEL BEARING PILES, HP 310X79, DRVN | | | 0690 626-02 CA2 204.000 M2 | | | RETAINING WALL, VSL RETAINED EARTH | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0060 CAST-IN-PLACE ALTERNATIVE WITH ABUTMENT NO.2 ALT CA3 | | | 0695 211-01 CA3 1400.000 M3 | | 18.00000 25200.00| 14.00000 19600.00 UNCLASSIFIED BORROW EXCAVATION | | | 0700 211-02 CA3 50.000 M3 | | 40.00000 2000.00| 20.00000 1000.00 ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 62-1345425 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0705 212-01 CA3 482.000 M3 | | 25.00000 12050.00| 40.00000 19280.00 STRUCTURE EXCAVATION | | | 0710 212-05 CA3 185.000 M3 | | 80.00000 14800.00| 85.00000 15725.00 SELECT MATERIAL FOR BACKFILLING | | | 0715 502-01300 CA3 72.000 M2 | | 200.00000 14400.00| 185.00000 13320.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0720 601-02 CA3 475.000 M3 | | 500.00000 237500.00| 507.00000 240825.00 CLASS B CONCRETE | | | 0725 602-01 CA3 30786.000 KG | | 1.65000 50796.90| 1.60000 49257.60 REIN STEEL BARS | | | 0730 602-02 CA3 2187.000 KG | | 1.85000 4045.95| 1.75000 3827.25 EPOXY COATED REINFORCING BARS | | | 0735 614-5 CA3 LUMP| | 17000.00000 17000.00| 25000.15000 25000.15 RETAINED EMBANKMENT STRUCTURE | | | (TEMPORARY) | | | 0740 616-04H250062 CA3 926.000 M | | 90.00000 83340.00| 95.00000 87970.00 STEEL BEARING PILES, HP 250X62, DRIVEN | | | SECTION TOTALS | $ | $ 461,132.85| $ 475,805.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0070 TRAINING | | | 0745 699 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0080 COMPUTER FOR FIELD OFFICE | | | 0750 640-04 LUMP| 5700.00000 5700.00| 5000.00000 5000.00| 7500.30000 7500.30 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,700.00| $ 5,000.00| $ 7,500.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,139,411.08| $ 5,367,000.00| $ 5,586,552.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 54-1161087 | | |CORTE CONSTRUCTION CO., INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE. | | | 0005 201-01 1.000 LS | 120000.00000 120000.00| | CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 5000.00000 5000.00| | BUILDING DEMOLITION 202-01(01) | | | 0015 202-01 1.000 LS | 5000.00000 5000.00| | BUILDING DEMOLITION 202-01(02) | | | 0020 202-01 1.000 LS | 5000.00000 5000.00| | BUILDING DEMOLITION 202-01(03) | | | 0025 202-01 1.000 LS | 5000.00000 5000.00| | BUILDING DEMOLITION 202-01(04) | | | 0030 202-01 1.000 LS | 3500.00000 3500.00| | BUILDING DEMOLITION 202-01(05) | | | 0035 204-01 LUMP| 65000.00000 65000.00| | MOBILIZATION | | | 0040 207-01 14069.000 M3 | 13.00000 182897.00| | UNCLASSIFIED EXCAVATION | | | 0045 207-02 1448.000 M3 | 55.00000 79640.00| | SUBGRADE | | | 0050 207-34 10236.000 M2 | 2.00000 20472.00| | FABRIC FOR SEPARATION | | | 0055 211-01 11448.000 M3 | 8.00000 91584.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0060 211-02 954.000 M3 | 55.00000 52470.00| | ROCK BORROW EXCAVATION | | | 0065 212-02 719.000 M3 | 14.00000 10066.00| | WET EXCAVATION | | | 0070 212-05 91.000 M3 | 75.00000 6825.00| | SELECT MATERIAL FOR BACKFILLING | | | 0075 218-07 1950.000 M2 | 4.00000 7800.00| | FABRIC FOR EROSION CONTROL | | | 0080 307-01 1794.000 M3 | 55.00000 98670.00| | CLASS I AGGREGATE BASE COURSE | | | 0085 409-02 13928.000 L | 0.25000 3482.00| | BITUMINOUS MATERIAL PRIME | | | 0090 502-01300 73.000 M2 | 175.00000 12775.00| | PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0095 601-02 5.000 M3 | 2250.00000 11250.00| | CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 54-1161087 | | |CORTE CONSTRUCTION CO., INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 604-3706002 31.000 M | 200.00000 6200.00| | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0105 604-380600 2.000 EA | 750.00000 1500.00| | REINFORCED CONCRETE END SECTION 600MM | | | 0110 605-01 1.000 EA | 2000.00000 2000.00| | TYPE A MANHOLE | | | 0115 605-04 3.000 EA | 2000.00000 6000.00| | TYPE B INLET | | | 0120 605-09 9.000 EA | 2000.00000 18000.00| | TYPE G INLET | | | 0125 606-250150 166.000 M | 40.00000 6640.00| | UNDERDRAIN PIPE 150MM | | | 0130 607-011 159.000 M | 43.00000 6837.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0135 607-012 96.000 M | 32.00000 3072.00| | TYPE 1 GUARDRAIL CLASS II | | | 0140 607-091 206.000 M | 21.00000 4326.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0145 607-101A 104.000 M | 18.00000 1872.00| | GUARDRAIL REMOVAL | | | 0150 607-28 6.000 EA | 875.00000 5250.00| | MODIFIED ECCENTRIC LOADER TERMINAL | | | 0153 610-013 39.000 M | 80.00000 3120.00| | PLAIN CONCRETE CURBING TYPE III | | | 0155 633-01 250.000 M2 | 100.00000 25000.00| | CONCRETE GUTTER | | | 0160 633-03 348.000 M3 | 55.00000 19140.00| | DUMPED ROCK GUTTER | | | 0165 636-07 800.000 M | 2.35000 1880.00| | ERADICATION PAVEMENT MARKINGS | | | 0170 636-08 2400.000 M | 1.35000 3240.00| | TEMP PVMT MARKING-PAINT | | | 0175 636-09 3200.000 M | 3.75000 12000.00| | TEMP PVMT MARKING-TAPE TYPE VIIB | | | 0180 636-11 14320.000 UN | 1.15000 16468.00| | TRAFFIC CONTROL DEVICE | | | 0185 636-12 4.000 EA | 300.00000 1200.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 54-1161087 | | |CORTE CONSTRUCTION CO., INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636-13 100.000 EA | 5.00000 500.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0195 636-14 3000.000 HR | 30.00000 90000.00| | FLAGGER | | | 0200 636-17 200.000 M | 55.00000 11000.00| | TEMPORARY CONCRETE BARRIERS | | | 0205 636-18 80.000 M | 25.00000 2000.00| | REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0210 636-19 150.000 M | 58.00000 8700.00| | TEMPORARY GUARDRAIL BARRIERS | | | 0215 636-25A 1200.000 DA | 0.70000 840.00| | WARNING LIGHTS TYPE A | | | 0220 636-25B 1800.000 DA | 1.85000 3330.00| | WARNING LIGHTS TYPE B | | | 0225 637-01 156.000 M3 | 65.00000 10140.00| | WATER FOR DUST PALLIATIVE | | | 0230 638-02 28.000 EA | 90.00000 2520.00| | RIGHT OF WAY MARKERS | | | 0235 639-01 LUMP| 25000.00000 25000.00| | CONSTRUCTION LAYOUT STAKES | | | 0240 640-01 LUMP| 25000.00000 25000.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0245 640-03 LUMP| 5000.00000 5000.00| | BUILDING EQUIPMENT | | | 0250 642-01 1720.000 M | 1.00000 1720.00| | TEMPORARY BERMS | | | 0255 642-02 12.000 M | 60.00000 720.00| | SLOPE DRAINS | | | 0260 642-031 20.000 EA | 350.00000 7000.00| | DITCH CHECKS | | | 0265 642-041 74.000 KG | 1.10000 81.40| | TEMPORARY SEED | | | 0270 642-051 3.000 MGR | 1350.00000 4050.00| | STRAW OR HAY MULCH | | | 0275 642-06 0.600 MGR | 1050.00000 630.00| | FERTILIZER | | | 0280 642-08 50.000 M | 145.00000 7250.00| | TEMPORARY PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 54-1161087 | | |CORTE CONSTRUCTION CO., INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642-10 2.300 MGR | 240.00000 552.00| | AGRICULTURAL LIMESTONE | | | 0290 642-11 874.000 EA | 12.00000 10488.00| | HAY OR STRAW BALES | | | 0295 642-12 800.000 M | 13.00000 10400.00| | SILT FENCE | | | 0300 652-01 1.500 MGR | 160.00000 240.00| | AGRICULTURAL LIMESTONE | | | 0305 652-021 0.800 MGR | 850.00000 680.00| | FERTILIZER 10-20-10 | | | 0310 652-022 0.300 MGR | 650.00000 195.00| | UREA FORMALDEHYDE FERTILIZER | | | 0315 652-031 71.000 KG | 3.75000 266.25| | SEED MIXTURES B, C-1, OR C-2 | | | 0320 652-032 52.000 KG | 7.25000 377.00| | SEED MIXTURES D | | | 0325 652-041 2.900 MGR | 1350.00000 3915.00| | STRAW OR HAY MULCH | | | 0330 655-02A 200.000 M2 | 6.75000 1350.00| | PERMANENT EROSION MATTING, TYPE A | | | 0340 681-01 LUMP| 10000.00000 10000.00| | ASBESTOS ABATEMENT 681-01(02) | | | 0350 681-01 LUMP| 10000.00000 10000.00| | ASBESTOS ABATEMENT 681-01(04) | | | 0355 681-01 LUMP| 10000.00000 10000.00| | ASBESTOS ABATEMENT 681-01(05) | | | 0357 610-0661 252.000 M | 230.00000 57960.00| | MEDIAN, TYPE VI MODIFIED | | | 0360 401-1(1)SG AA1 5304.000 MGR | 48.00000 254592.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0365 401-1(1)S AA2 4827.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0370 402-01(1)SG AB1 367.000 MGR | 57.00000 20919.00| | HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0375 402-01(1)S AB2 334.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0380 604-760400A2 AC1 19.500 M | 110.00000 2145.00| | ALUMINUM COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 54-1161087 | | |CORTE CONSTRUCTION CO., INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0385 604-090400 AC1 1.000 EA | 250.00000 250.00| | END SECTION FOR CORRUGATED STEEL PIPE | | | 400MM | | | 0390 604-250400A2 AC2 19.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 400MM, | | | A2 | | | 0395 604-280400 AC2 1.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE | | | 0400 604-3704002 AC3 19.500 M | | | REINFORCED CONCRETE PIPE 400MM, CLASS II| | | 0405 604-380400 AC3 1.000 EA | | | REINFORCED CONCRETE END SECTION 400MM | | | 0410 604-760450A2 AD1 145.500 M | 100.00000 14550.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0415 604-090450 AD1 3.000 EA | 260.00000 780.00| | END SECTION FOR CORRUGATED STEEL PIPE | | | 450MM | | | 0420 604-250450A2 AD2 145.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0425 604-280450 AD2 3.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 450MM | | | 0430 604-3704502 AD3 145.500 M | | | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0435 604-380450 AD3 3.000 EA | | | REINFORCED CONCRETE END SECTION, 450MM | | | 0440 604-760600A2 AE1 96.000 M | 140.00000 13440.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0445 604-250600A2 AE2 96.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 600MM, A2| | | 0450 604-3706002 AE3 96.000 M | | | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0455 604-760800A2 AF1 6.500 M | 140.00000 910.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A2 | | | 0460 604-250800A2 AF2 6.500 M | | | CORRUGATED ALUMINUM ALLOY PIPE 800MM, A2| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 54-1161087 | | |CORTE CONSTRUCTION CO., INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0465 604-3708003 AF3 6.500 M | | | REINFORCED CONCRETE PIPE, 800MM, CLASS | | | III | | | 0470 636-02SG AG1 500.000 MGR | 40.00000 20000.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0475 636-02S AG2 455.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,579,666.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 RETAINING WALL | | | 0480 212-01 160.000 M3 | 75.00000 12000.00| | STRUCTURE EXCAVATION | | | 0485 212-02 550.000 M3 | 25.00000 13750.00| | WET EXCAVATION | | | 0490 212-05 710.000 M3 | 40.00000 28400.00| | SELECT MATERIAL FOR BACKFILLING | | | 0495 626-01 BA1 321.000 M2 | | | RETAINING WALL, REINFORCED EARTH | | | 0500 626-02 BA2 321.000 M2 | 600.00000 192600.00| | RETAINING WALL, VSL RETAINED EARTH | | | 0505 626-03 BA3 258.000 M2 | | | RETAINING WALL, CAST IN PLACE | | | 0510 639-01 LUMP| 2000.00000 2000.00| | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 248,750.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 BRIDGE NO.4375 | | | 0515 203-01 LUMP| 200000.00000 200000.00| | DISMANTLING STRUCTURES (1412) | | | 0520 211-02 1580.000 M3 | 55.00000 86900.00| | ROCK BORROW EXCAVATION | | | 0525 212-01 1763.000 M3 | 35.00000 61705.00| | STRUCTURE EXCAVATION | | | 0530 212-02 692.000 M3 | 175.00000 121100.00| | WET EXCAVATION | | | 0535 212-05 210.000 M3 | 75.00000 15750.00| | SELECT MATERIAL FOR BACKFILLING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 54-1161087 | | |CORTE CONSTRUCTION CO., INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 218-06 1012.000 M3 | 60.00000 60720.00| | FOUNDATION PROTECTION | | | 0545 601-02 1231.000 M3 | 575.00000 707825.00| | CLASS B CONCRETE | | | 0550 601-03 715.000 M3 | 600.00000 429000.00| | CLASS K CONCRETE | | | 0555 602-01 80315.000 KG | 1.25000 100393.75| | REIN STEEL BARS | | | 0560 602-02 98362.000 KG | 1.50000 147543.00| | EPOXY COATED REINFORCING BARS | | | 0565 608-0112 83.000 M | 145.00000 12035.00| | RIGHT OF WAY FENCE CHAIN LINK 1.2M | | | 0570 608-0124 217.000 M | 160.00000 34720.00| | RIGHT OF WAY FENCE CHAIN LINK 2.4M | | | 0575 615-01 1.000 LS | 1375000.00000 1375000.00| | STEEL SUPERSTRUCTURE | | | 0580 616-04H250062 947.000 M | 85.00000 80495.00| | STEEL BEARING PILES, HP 250X62, DRIVEN | | | 0585 616-04H310094 136.000 M | 160.00000 21760.00| | STEEL BEARING PILES, HP 310 X 94, DRIVEN| | | 0590 639-01 LUMP| 2000.00000 2000.00| | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 3,456,946.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 REINFORCED EATH ALTERNATIVE WITH ABUTMENT NO.2 ALT CA1 | | | 0595 211-02 CA1 50.000 M3 | | | ROCK BORROW EXCAVATION | | | 0600 212-01 CA1 2700.000 M3 | | | STRUCTURE EXCAVATION | | | 0605 212-05 CA1 3000.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 0610 502-01300 CA1 68.000 M2 | | | PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0615 601-02 CA1 125.000 M3 | | | CLASS B CONCRETE | | | 0620 602-01 CA1 1026.000 KG | | | REIN STEEL BARS | | | 0625 602-02 CA1 4475.000 KG | | | EPOXY COATED REINFORCING BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 54-1161087 | | |CORTE CONSTRUCTION CO., INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 614-5 CA1 LUMP| | | RETAINED EMBANKMENT STRUCTURE | | | (TEMPORARY) | | | 0635 616-04H310079 CA1 200.000 M | | | STEEL BEARING PILES, HP 310X79, DRVN | | | 0640 626-01 CA1 204.000 M2 | | | RETAINING WALL, REINFORCED EARTH | | | SECTION TOTALS | $ | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 VSL RETAINED EARTH ALTERNATIVE WITH ABUTMENT NO.2 ALT CA2 | | | 0645 211-02 CA2 50.000 M3 | | | ROCK BORROW EXCAVATION | | | 0650 212-01 CA2 2700.000 M3 | | | STRUCTURE EXCAVATION | | | 0655 212-05 CA2 3000.000 M3 | | | SELECT MATERIAL FOR BACKFILLING | | | 0660 502-01300 CA2 68.000 M2 | | | PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0665 601-02 CA2 125.000 M3 | | | CLASS B CONCRETE | | | 0670 602-01 CA2 1026.000 KG | | | REIN STEEL BARS | | | 0675 602-02 CA2 4475.000 KG | | | EPOXY COATED REINFORCING BARS | | | 0680 614-5 CA2 LUMP| | | RETAINED EMBANKMENT STRUCTURE | | | (TEMPORARY) | | | 0685 616-04H310079 CA2 200.000 M | | | STEEL BEARING PILES, HP 310X79, DRVN | | | 0690 626-02 CA2 204.000 M2 | | | RETAINING WALL, VSL RETAINED EARTH | | | SECTION TOTALS | $ | | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0060 CAST-IN-PLACE ALTERNATIVE WITH ABUTMENT NO.2 ALT CA3 | | | 0695 211-01 CA3 1400.000 M3 | 12.00000 16800.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0700 211-02 CA3 50.000 M3 | 65.00000 3250.00| | ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218028 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 54-1161087 | | |CORTE CONSTRUCTION CO., INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0705 212-01 CA3 482.000 M3 | 75.00000 36150.00| | STRUCTURE EXCAVATION | | | 0710 212-05 CA3 185.000 M3 | 70.00000 12950.00| | SELECT MATERIAL FOR BACKFILLING | | | 0715 502-01300 CA3 72.000 M2 | 180.00000 12960.00| | PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0720 601-02 CA3 475.000 M3 | 575.00000 273125.00| | CLASS B CONCRETE | | | 0725 602-01 CA3 30786.000 KG | 1.25000 38482.50| | REIN STEEL BARS | | | 0730 602-02 CA3 2187.000 KG | 1.50000 3280.50| | EPOXY COATED REINFORCING BARS | | | 0735 614-5 CA3 LUMP| 100000.00000 100000.00| | RETAINED EMBANKMENT STRUCTURE | | | (TEMPORARY) | | | 0740 616-04H250062 CA3 926.000 M | 95.00000 87970.00| | STEEL BEARING PILES, HP 250X62, DRIVEN | | | SECTION TOTALS | $ 584,968.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0070 TRAINING | | | 0745 699 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0080 COMPUTER FOR FIELD OFFICE | | | 0750 640-04 LUMP| 2500.00000 2500.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,500.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,873,631.40| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9701502 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : VALSCREEK BRIDGE PROJECT(S) : S324-0009/00-006.39 00 LOCATION: DRY FK., 0.01 TO 0.02MI. N. CR 9/2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 485,593.13 100.0000% 2 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 582,560.30 119.9688% 3 55-0671461 HOKE BROTHERS CONTRACTING $ 590,668.80 121.6386% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 599,566.00 123.4708% 5 54-1161087 CORTE CONSTRUCTION CO., INC. & SUBSIDIARY $ 618,716.30 127.4145% 6 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 686,160.00 141.3034% 7 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 694,583.65 143.0381% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9701502 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 61-0911548 |(3) 55-0671461 |SMH CONSTRUCTION CO., INC. |ROBERTS CONSTRUCTION COMPANY|HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 202-01(1) 1.000 LS | 3800.00000 3800.00| 1.00000 1.00| 2000.00000 2000.00 BUILDING DEMOLITION | | | 0010 202-01(2) 1.000 LS | 835.00000 835.00| 1.00000 1.00| 2000.00000 2000.00 BUILDING DEMOLITION | | | 0015 203-01 LUMP| 4600.00000 4600.00| 16000.00000 16000.00| 8000.00000 8000.00 DISMANTLING STRUCTURES | | | 0020 204-01 LUMP| 27750.00000 27750.00| 22000.00000 22000.00| 12000.00000 12000.00 MOBILIZATION | | | 0025 207-34 1324.000 SY | 0.91000 1204.84| 3.00000 3972.00| 2.50000 3310.00 FABRIC FOR SEPARATION | | | 0030 211-01 1533.000 CY | 11.90000 18242.70| 15.00000 22995.00| 11.00000 16863.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 219.000 CY | 25.90000 5672.10| 40.00000 8760.00| 35.00000 7665.00 ROCK BORROW EXCAVATION | | | 0040 212-01 570.000 CY | 10.55000 6013.50| 24.00000 13680.00| 15.00000 8550.00 STRUCTURE EXCAVATION | | | 0045 212-05 91.000 CY | 50.45000 4590.95| 60.00000 5460.00| 160.00000 14560.00 SELECT MATERIAL FOR BACKFILLING | | | 0050 218-06 378.000 CY | 27.85000 10527.30| 40.00000 15120.00| 35.00000 13230.00 FOUNDATION PROTECTION | | | 0055 307-01 775.000 CY | 25.40000 19685.00| 38.00000 29450.00| 35.00000 27125.00 CLASS 1 AGGREGATE BASE COURSE | | | 0060 409-02 398.000 GA | 1.15000 457.70| 2.00000 796.00| 1.10000 437.80 BITUMINOUS MATERIAL | | | 0065 601-02 294.500 CY | 326.95000 96286.78| 490.00000 144305.00| 475.00000 139887.50 CLASS B CONCRETE | | | 0070 601-03 57.000 CY | 529.00000 30153.00| 550.00000 31350.00| 700.00000 39900.00 CLASS K CONCRETE | | | 0075 602-02 58585.000 LB | 0.82000 48039.70| 0.78000 45696.30| 1.00000 58585.00 EPOXY COATED REINFORCING STEELBARS | | | 0080 603-01 1015.000 LF | 135.25000 137278.75| 135.00000 137025.00| 145.00000 147175.00 PRESTRESSED CONCRETE BEAMS | | | 0085 604-01(15)A2 40.000 LF | 29.50000 1180.00| 40.00000 1600.00| 60.00000 2400.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0090 604-01(24)A2 180.000 LF | 43.25000 7785.00| 52.00000 9360.00| 110.00000 19800.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0095 604-09(24) 3.000 EA | 339.85000 1019.55| 300.00000 900.00| 300.00000 900.00 END SECION FOR CORRUGATED STEEL PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9701502 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 61-0911548 |(3) 55-0671461 |SMH CONSTRUCTION CO., INC. |ROBERTS CONSTRUCTION COMPANY|HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 605-09 1.000 EA | 1748.65000 1748.65| 2500.00000 2500.00| 2800.00000 2800.00 TYPE G INLET | | | 0105 607-01(I) 100.000 LF | 22.55000 2255.00| 22.00000 2200.00| 20.35000 2035.00 TYPE 1 GUARDRAIL | | | 0110 607-01(II) 525.000 LF | 12.30000 6457.50| 12.00000 6300.00| 15.40000 8085.00 TYPE 1 GUARDRAIL | | | 0115 607-28 2.000 EA | 873.95000 1747.90| 855.00000 1710.00| 984.50000 1969.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0120 636-11 2461.000 UN | 0.01000 24.61| 4.00000 9844.00| 2.00000 4922.00 TRAFFIC CONTROL DEVICES | | | 0125 638-02 7.000 EA | 39.30000 275.10| 125.00000 875.00| 100.00000 700.00 RIGHT OF WAY MARKERS | | | 0130 639-01 LUMP| 8400.00000 8400.00| 8000.00000 8000.00| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKES | | | 0135 640-02 LUMP| 6800.00000 6800.00| 5000.00000 5000.00| 6000.00000 6000.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0140 640-03 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0145 642-14 LUMP| 2800.00000 2800.00| 2500.00000 2500.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0150 401-1(1)SG AA1 495.000 TN | 57.50000 28462.50| 68.00000 33660.00| 56.10000 27769.50 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0155 401-1(1)S AA2 455.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 485,593.13| $ 582,560.30| $ 590,668.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 485,593.13| $ 582,560.30| $ 590,668.80 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9701502 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 54-1161087 |(6) 55-0710073 |BILCO CONSTRUCTION COMPANY, |CORTE CONSTRUCTION CO., INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 202-01(1) 1.000 LS | 500.00000 500.00| 1386.00000 1386.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0010 202-01(2) 1.000 LS | 250.00000 250.00| 694.00000 694.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0015 203-01 LUMP| 36200.00000 36200.00| 17500.00000 17500.00| 83000.89000 83000.89 DISMANTLING STRUCTURES | | | 0020 204-01 LUMP| 24000.00000 24000.00| 24000.00000 24000.00| 10300.00000 10300.00 MOBILIZATION | | | 0025 207-34 1324.000 SY | 1.25000 1655.00| 1.60000 2118.40| 1.00000 1324.00 FABRIC FOR SEPARATION | | | 0030 211-01 1533.000 CY | 12.00000 18396.00| 14.00000 21462.00| 24.00000 36792.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 219.000 CY | 33.00000 7227.00| 40.00000 8760.00| 29.00000 6351.00 ROCK BORROW EXCAVATION | | | 0040 212-01 570.000 CY | 38.00000 21660.00| 42.00000 23940.00| 85.00000 48450.00 STRUCTURE EXCAVATION | | | 0045 212-05 91.000 CY | 85.00000 7735.00| 38.00000 3458.00| 50.00000 4550.00 SELECT MATERIAL FOR BACKFILLING | | | 0050 218-06 378.000 CY | 40.00000 15120.00| 38.50000 14553.00| 45.00000 17010.00 FOUNDATION PROTECTION | | | 0055 307-01 775.000 CY | 42.00000 32550.00| 38.00000 29450.00| 51.00000 39525.00 CLASS 1 AGGREGATE BASE COURSE | | | 0060 409-02 398.000 GA | 1.50000 597.00| 1.05000 417.90| 1.00000 398.00 BITUMINOUS MATERIAL | | | 0065 601-02 294.500 CY | 510.00000 150195.00| 440.00000 129580.00| 465.00000 136942.50 CLASS B CONCRETE | | | 0070 601-03 57.000 CY | 520.00000 29640.00| 550.00000 31350.00| 415.00000 23655.00 CLASS K CONCRETE | | | 0075 602-02 58585.000 LB | 0.80000 46868.00| 1.10000 64443.50| 1.00000 58585.00 EPOXY COATED REINFORCING STEELBARS | | | 0080 603-01 1015.000 LF | 133.00000 134995.00| 165.00000 167475.00| 154.00000 156310.00 PRESTRESSED CONCRETE BEAMS | | | 0085 604-01(15)A2 40.000 LF | 40.00000 1600.00| 44.50000 1780.00| 31.00000 1240.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0090 604-01(24)A2 180.000 LF | 50.00000 9000.00| 49.00000 8820.00| 38.00000 6840.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0095 604-09(24) 3.000 EA | 300.00000 900.00| 478.00000 1434.00| 215.00000 645.00 END SECION FOR CORRUGATED STEEL PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9701502 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 54-1161087 |(6) 55-0710073 |BILCO CONSTRUCTION COMPANY, |CORTE CONSTRUCTION CO., INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 605-09 1.000 EA | 2200.00000 2200.00| 1400.00000 1400.00| 900.00000 900.00 TYPE G INLET | | | 0105 607-01(I) 100.000 LF | 22.00000 2200.00| 21.00000 2100.00| 24.00000 2400.00 TYPE 1 GUARDRAIL | | | 0110 607-01(II) 525.000 LF | 13.00000 6825.00| 11.50000 6037.50| 13.00000 6825.00 TYPE 1 GUARDRAIL | | | 0115 607-28 2.000 EA | 800.00000 1600.00| 815.00000 1630.00| 775.00000 1550.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0120 636-11 2461.000 UN | 2.50000 6152.50| 2.00000 4922.00| 0.01000 24.61 TRAFFIC CONTROL DEVICES | | | 0125 638-02 7.000 EA | 125.00000 875.00| 115.00000 805.00| 20.00000 140.00 RIGHT OF WAY MARKERS | | | 0130 639-01 LUMP| 3200.50000 3200.50| 5250.00000 5250.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKES | | | 0135 640-02 LUMP| 7000.00000 7000.00| 6375.00000 6375.00| 7200.00000 7200.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0140 640-03 LUMP| 1700.00000 1700.00| 3000.00000 3000.00| 500.00000 500.00 BUILDING EQUIPMENT | | | 0145 642-14 LUMP| 1500.00000 1500.00| 2400.00000 2400.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0150 401-1(1)SG AA1 495.000 TN | 55.00000 27225.00| 65.00000 32175.00| 60.00000 29700.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0155 401-1(1)S AA2 455.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 599,566.00| $ 618,716.30| $ 686,160.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 599,566.00| $ 618,716.30| $ 686,160.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9701502 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(7) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 202-01(1) 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION | | | 0010 202-01(2) 1.000 LS | 250.00000 250.00| | BUILDING DEMOLITION | | | 0015 203-01 LUMP| 26250.00000 26250.00| | DISMANTLING STRUCTURES | | | 0020 204-01 LUMP| 30000.00000 30000.00| | MOBILIZATION | | | 0025 207-34 1324.000 SY | 1.20000 1588.80| | FABRIC FOR SEPARATION | | | 0030 211-01 1533.000 CY | 15.50000 23761.50| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 219.000 CY | 37.00000 8103.00| | ROCK BORROW EXCAVATION | | | 0040 212-01 570.000 CY | 69.00000 39330.00| | STRUCTURE EXCAVATION | | | 0045 212-05 91.000 CY | 100.00000 9100.00| | SELECT MATERIAL FOR BACKFILLING | | | 0050 218-06 378.000 CY | 42.00000 15876.00| | FOUNDATION PROTECTION | | | 0055 307-01 775.000 CY | 38.00000 29450.00| | CLASS 1 AGGREGATE BASE COURSE | | | 0060 409-02 398.000 GA | 1.10000 437.80| | BITUMINOUS MATERIAL | | | 0065 601-02 294.500 CY | 610.00000 179645.00| | CLASS B CONCRETE | | | 0070 601-03 57.000 CY | 600.00000 34200.00| | CLASS K CONCRETE | | | 0075 602-02 58585.000 LB | 0.86000 50383.10| | EPOXY COATED REINFORCING STEELBARS | | | 0080 603-01 1015.000 LF | 166.00000 168490.00| | PRESTRESSED CONCRETE BEAMS | | | 0085 604-01(15)A2 40.000 LF | 70.00000 2800.00| | METALLIC COATED CORRUGATED STEEL PIPE | | | 0090 604-01(24)A2 180.000 LF | 74.00000 13320.00| | METALLIC COATED CORRUGATED STEEL PIPE | | | 0095 604-09(24) 3.000 EA | 125.00000 375.00| | END SECION FOR CORRUGATED STEEL PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9701502 COUNTIES : MCDOWELL LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(7) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 605-09 1.000 EA | 1850.00000 1850.00| | TYPE G INLET | | | 0105 607-01(I) 100.000 LF | 22.00000 2200.00| | TYPE 1 GUARDRAIL | | | 0110 607-01(II) 525.000 LF | 12.00000 6300.00| | TYPE 1 GUARDRAIL | | | 0115 607-28 2.000 EA | 850.00000 1700.00| | MODIFIED ECCENTRIC LOADER TERMINAL | | | 0120 636-11 2461.000 UN | 1.45000 3568.45| | TRAFFIC CONTROL DEVICES | | | 0125 638-02 7.000 EA | 55.00000 385.00| | RIGHT OF WAY MARKERS | | | 0130 639-01 LUMP| 5500.00000 5500.00| | CONSTRUCTION LAYOUT STAKES | | | 0135 640-02 LUMP| 7600.00000 7600.00| | SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0140 640-03 LUMP| 1500.00000 1500.00| | BUILDING EQUIPMENT | | | 0145 642-14 LUMP| 1900.00000 1900.00| | TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0150 401-1(1)SG AA1 495.000 TN | 56.00000 27720.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0155 401-1(1)S AA2 455.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 694,583.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 694,583.65| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9718402 COUNTIES : GREENBRIER LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : MEADOW RIVER DIKE PROJECT(S) : U313-0DIK/0E-001.00 00 LOCATION: AT I-64, NEAR DAWSON 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0477166 R.B.S., INC. $ 77,150.00 100.0000% 2 55-0575884 GROUND BREAKERS, INC. $ 79,514.00 103.0641% 3 55-0710237 CENTRAL CONTRACTING, INC. $ 96,956.13 125.6722% 4 55-0734618 EXCAVATION TECHNOLOGIES, INC. $ 112,449.80 145.7547% 5 55-0587596 UNION CONCRETE PRODUCTS, INC. $ 248,190.00 321.6979% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9718402 COUNTIES : GREENBRIER LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0477166 |(2) 55-0575884 |(3) 55-0710237 |R.B.S., INC. |GROUND BREAKERS, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CHANNEL WORK | | | 0005 204-01 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 15538.26000 15538.26 MOBILIZATION | | | 0010 207-09 LUMP| 29600.00000 29600.00| 26304.00000 26304.00| 41343.63000 41343.63 UNCLASSIFIED EXCAVATION | | | 0015 211-01 32.000 CY | 100.00000 3200.00| 50.00000 1600.00| 258.07000 8258.24 UNCLASSIFIED BORROW EXCAVATION | | | 0020 211-02 101.000 CY | 50.00000 5050.00| 60.00000 6060.00| 107.77000 10884.77 ROCK BORROW EXCAVATION | | | 0025 636-11 6900.000 UN | 2.00000 13800.00| 1.50000 10350.00| 1.45000 10005.00 TRAFFIC CONTROL DEVICES | | | 0030 636-21 40.000 DA | 25.00000 1000.00| 30.00000 1200.00| 23.20000 928.00 ELECTRIC ARROW | | | 0035 636-25(C) 5000.000 DA | 0.60000 3000.00| 0.60000 3000.00| 0.58000 2900.00 WARNING LIGHTS | | | 0040 639-01 LUMP| 1500.00000 1500.00| 8000.00000 8000.00| 1189.56000 1189.56 CONSTRUCTION LAYOUT STAKES | | | 0045 642-13 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 5908.67000 5908.67 TEMPORARY POLLUTION CONTROL | | | SECTION TOTALS | $ 77,150.00| $ 79,514.00| $ 96,956.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 77,150.00| $ 79,514.00| $ 96,956.13 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9718402 COUNTIES : GREENBRIER LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 55-0734618 |(5) 55-0587596 | |EXCAVATION TECHNOLOGIES, INC|UNION CONCRETE PRODUCTS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CHANNEL WORK | | | 0005 204-01 LUMP| 10000.00000 10000.00| 14400.00000 14400.00| MOBILIZATION | | | 0010 207-09 LUMP| 56070.00000 56070.00| 142880.00000 142880.00| UNCLASSIFIED EXCAVATION | | | 0015 211-01 32.000 CY | 250.00000 8000.00| 500.00000 16000.00| UNCLASSIFIED BORROW EXCAVATION | | | 0020 211-02 101.000 CY | 100.00000 10100.00| 60.00000 6060.00| ROCK BORROW EXCAVATION | | | 0025 636-11 6900.000 UN | 1.39000 9591.00| 2.50000 17250.00| TRAFFIC CONTROL DEVICES | | | 0030 636-21 40.000 DA | 22.22000 888.80| 50.00000 2000.00| ELECTRIC ARROW | | | 0035 636-25(C) 5000.000 DA | 0.56000 2800.00| 2.00000 10000.00| WARNING LIGHTS | | | 0040 639-01 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| CONSTRUCTION LAYOUT STAKES | | | 0045 642-13 LUMP| 5000.00000 5000.00| 29600.00000 29600.00| TEMPORARY POLLUTION CONTROL | | | SECTION TOTALS | $ 112,449.80| $ 248,190.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 112,449.80| $ 248,190.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : FORT SEYBERT TRUSS BRIDGE PROJECT(S) : S336-0003/00-003.40 00 00BR 0003 065 E00 LOCATION: OVER S FK S BRCH, 0.04 MI N CO 14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 1,328,867.14 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,479,644.30 111.3462% 3 31-1316393 AHERN & ASSOCIATES, INC. $ 1,526,000.00 114.8346% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,531,927.00 115.2806% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,547,127.00 116.4245% 6 55-0609442 MEC CONSTRUCTION, INC. $ 1,615,472.06 121.5676% 7 55-0671461 HOKE BROTHERS CONTRACTING $ 1,749,683.97 131.6673% 8 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 1,840,000.00 138.4638% 9 55-0417282 TURMAN CONSTRUCTION CO. $ 1,920,763.65 144.5414% 10 54-0577435 MOORE BROTHERS COMPANY, INC. $ 2,082,764.48 156.7323% 11 55-0598025 MINERAL FABRICATION AND MACHINE COMPANY, INC. $ 2,098,074.45 157.8844% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0487806 |(3) 31-1316393 |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.712 LS | 13500.00000 13500.00| 57000.00000 57000.00| 76180.00000 76180.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 75500.00000 75500.00| 47000.00000 47000.00| 28969.48000 28969.48 MOBILIZATION | | | 0015 207-01 12221.000 M3 | 8.20000 100212.20| 11.70000 142985.70| 8.00000 97768.00 UNCLASSIFIED EXCAVATION | | | 0020 207-34 5015.000 M2 | 1.00000 5015.00| 1.10000 5516.50| 1.20000 6018.00 FABRIC FOR SEPARATION | | | 0025 211-02 5412.000 M3 | 30.35000 164254.20| 20.00000 108240.00| 25.00000 135300.00 ROCK BORROW EXCAVATION | | | 0030 307-01 1007.000 M3 | 33.90000 34137.30| 44.00000 44308.00| 60.00000 60420.00 CLASS I AGGREGATE BASE COURSE | | | 0035 408-02 104.000 L | 3.40000 353.60| 0.38000 39.52| 0.36000 37.44 BITUMINOUS MATERIAL | | | 0040 409-02 13143.000 L | 0.56000 7360.08| 0.38000 4994.34| 0.36000 4731.48 BITUMINOUS MATERIAL PRIME | | | 0045 502-01300 100.000 M2 | 147.85000 14785.00| 165.00000 16500.00| 180.00000 18000.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0050 604-040375A2 40.000 M | 93.85000 3754.00| 194.00000 7760.00| 160.00000 6400.00 FULL BITUMINOUS COATED AND PAVED | | | CORRUGATED STEEL PIPE, 375MM, A2 | | | 0055 604-040450A2 12.000 M | 129.20000 1550.40| 200.00000 2400.00| 195.00000 2340.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0060 604-720375 5.000 EA | 288.00000 1440.00| 138.00000 690.00| 280.00000 1400.00 SAFETY SLOPE END SECTION | | | 0065 605-09 1.000 EA | 1752.70000 1752.70| 2200.00000 2200.00| 1200.00000 1200.00 TYPE G INLET | | | 0070 607-011 236.000 M | 42.55000 10041.80| 40.00000 9440.00| 37.75000 8909.00 TYPE 1 GUARDRAIL, CLASS I | | | 0075 607-012 152.000 M | 38.90000 5912.80| 36.50000 5548.00| 34.50000 5244.00 TYPE 1 GUARDRAIL CLASS II | | | 0080 607-28 2.000 EA | 845.75000 1691.50| 800.00000 1600.00| 750.00000 1500.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0085 607-31 1.000 EA | 2255.35000 2255.35| 2200.00000 2200.00| 2000.00000 2000.00 SPECIAL APPROACH END TERMINAL | | | 0090 633-01 41.000 M2 | 134.70000 5522.70| 190.00000 7790.00| 150.00000 6150.00 CONCRETE GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0487806 |(3) 31-1316393 |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-11 9670.000 UN | 0.01000 96.70| 1.30000 12571.00| 1.85000 17889.50 TRAFFIC CONTROL DEVICE | | | 0100 636-12 2.000 EA | 0.01000 0.02| 175.00000 350.00| 250.00000 500.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0105 636-13 50.000 EA | 0.01000 0.50| 5.00000 250.00| 5.00000 250.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0110 636-14 800.000 HR | 34.25000 27400.00| 0.01000 8.00| 0.01000 8.00 FLAGGER | | | 0115 636-25B 1000.000 DA | 1.60000 1600.00| 1.85000 1850.00| 2.50000 2500.00 WARNING LIGHTS TYPE B | | | 0120 637-01 15.000 M3 | 35.30000 529.50| 25.00000 375.00| 50.00000 750.00 WATER FOR DUST PALLIATIVE | | | 0125 638-02 28.000 EA | 47.55000 1331.40| 55.00000 1540.00| 20.00000 560.00 RIGHT OF WAY MARKERS | | | 0130 639-01 LUMP| 7300.00000 7300.00| 11000.00000 11000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKES | | | 0135 640-01 LUMP| 9800.00000 9800.00| 11500.00000 11500.00| 10000.00000 10000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640-03 LUMP| 2500.00000 2500.00| 1200.00000 1200.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0145 642-14 LUMP| 4750.00000 4750.00| 5300.00000 5300.00| 3000.00000 3000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0150 652-01 3.400 MGR | 74.60000 253.64| 70.00000 238.00| 67.00000 227.80 AGRICULTURAL LIMESTONE | | | 0155 652-021 0.600 MGR | 354.25000 212.55| 330.00000 198.00| 315.00000 189.00 FERTILIZER 10-20-10 | | | 0160 652-022 0.500 MGR | 1056.60000 528.30| 985.00000 492.50| 940.00000 470.00 UREA FORMALDEHYDE FERTILIZER | | | 0165 652-031 132.000 KG | 9.90000 1306.80| 9.25000 1221.00| 8.80000 1161.60 SEED MIXTURES B, C-1, OR C-2 | | | 0170 652-041 5.600 MGR | 994.40000 5568.64| 925.00000 5180.00| 890.00000 4984.00 STRAW OR HAY MULCH | | | 0180 308-01SG AA1 312.000 MGR | 25.80000 8049.60| 17.00000 5304.00| 15.00000 4680.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0185 308-01S AA2 286.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0487806 |(3) 31-1316393 |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401-1(1)SG AB1 792.000 MGR | 54.15000 42886.80| 50.00000 39600.00| 42.00000 33264.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0195 401-1(1)S AB2 722.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0200 401-2(1)SG AC1 198.000 MGR | 78.95000 15632.10| 51.00000 10098.00| 45.00000 8910.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0205 401-2(1)S AC2 180.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 578,785.18| $ 574,487.56| $ 562,411.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4279 | | | 0210 203-01 LUMP| 23700.00000 23700.00| 27000.00000 27000.00| 30000.00000 30000.00 DISMANTLING STRUCTURES 203-01(01) | | | 0215 212-01 36.000 M3 | 25.00000 900.00| 134.00000 4824.00| 25.00000 900.00 STRUCTURE EXCAVATION | | | 0220 212-02 270.000 M3 | 33.20000 8964.00| 134.00000 36180.00| 125.00000 33750.00 WET EXCAVATION | | | 0225 212-05 130.000 M3 | 70.40000 9152.00| 110.00000 14300.00| 75.00000 9750.00 SELECT MATERIAL FOR BACKFILLING | | | 0230 601-02 194.000 M3 | 484.70000 94031.80| 920.00000 178480.00| 700.00000 135800.00 CLASS B CONCRETE | | | 0235 601-03 311.000 M3 | 691.35000 215009.85| 920.00000 286120.00| 840.00000 261240.00 CLASS K CONCRETE | | | 0240 602-01 17643.000 KG | 1.40000 24700.20| 1.22000 21524.46| 1.70000 29993.10 REIN STEEL BARS | | | 0245 602-02 56068.000 KG | 1.45000 81298.60| 1.46000 81859.28| 1.70000 95315.60 EPOXY COATED REINFORCING BARS | | | 0250 603-18(1372) 478.400 M | 421.65000 201717.36| 385.00000 184184.00| 600.00000 287040.00 PRESTRESSED CONCRETE I BEAMS 1372MM | | | 0255 616-05H310079 60.000 M | 338.45000 20307.00| 276.00000 16560.00| 350.00000 21000.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0260 639-01 LUMP| 10300.00000 10300.00| 8200.00000 8200.00| 5600.00000 5600.00 CONSTRUCTION LAYOUT STAKES | | | 0265 679-02 AD1 47.000 M3 | | 975.00000 45825.00| LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0487806 |(3) 31-1316393 |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 679-04 AD2 47.000 M3 | 1240.45000 58301.15| | 1100.00000 51700.00 MICROSILICA CONCRETE OVERLAY | | | 0275 679-06 LUMP| 1700.00000 1700.00| 100.00000 100.00| 1500.00000 1500.00 TEST SLAB | | | SECTION TOTALS | $ 750,081.96| $ 905,156.74| $ 963,588.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,328,867.14| $ 1,479,644.30| $ 1,526,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 55-0710073 |(6) 55-0609442 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.712 LS | 30000.00000 30000.00| 115406.30000 115406.30| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 32000.00000 32000.00| 23000.00000 23000.00| 30000.00000 30000.00 MOBILIZATION | | | 0015 207-01 12221.000 M3 | 12.00000 146652.00| 11.00000 134431.00| 7.00000 85547.00 UNCLASSIFIED EXCAVATION | | | 0020 207-34 5015.000 M2 | 1.50000 7522.50| 4.00000 20060.00| 1.20000 6018.00 FABRIC FOR SEPARATION | | | 0025 211-02 5412.000 M3 | 51.00000 276012.00| 41.00000 221892.00| 60.00000 324720.00 ROCK BORROW EXCAVATION | | | 0030 307-01 1007.000 M3 | 45.50000 45818.50| 33.00000 33231.00| 52.50000 52867.50 CLASS I AGGREGATE BASE COURSE | | | 0035 408-02 104.000 L | 1.00000 104.00| 1.50000 156.00| 0.25000 26.00 BITUMINOUS MATERIAL | | | 0040 409-02 13143.000 L | 0.50000 6571.50| 1.00000 13143.00| 0.25000 3285.75 BITUMINOUS MATERIAL PRIME | | | 0045 502-01300 100.000 M2 | 150.00000 15000.00| 180.00000 18000.00| 160.00000 16000.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0050 604-040375A2 40.000 M | 150.00000 6000.00| 47.00000 1880.00| 150.00000 6000.00 FULL BITUMINOUS COATED AND PAVED | | | CORRUGATED STEEL PIPE, 375MM, A2 | | | 0055 604-040450A2 12.000 M | 180.00000 2160.00| 55.00000 660.00| 250.00000 3000.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0060 604-720375 5.000 EA | 300.00000 1500.00| 150.00000 750.00| 250.00000 1250.00 SAFETY SLOPE END SECTION | | | 0065 605-09 1.000 EA | 2200.00000 2200.00| 850.00000 850.00| 2800.00000 2800.00 TYPE G INLET | | | 0070 607-011 236.000 M | 41.50000 9794.00| 38.00000 8968.00| 40.00000 9440.00 TYPE 1 GUARDRAIL, CLASS I | | | 0075 607-012 152.000 M | 38.00000 5776.00| 35.00000 5320.00| 40.00000 6080.00 TYPE 1 GUARDRAIL CLASS II | | | 0080 607-28 2.000 EA | 800.00000 1600.00| 750.00000 1500.00| 300.00000 600.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0085 607-31 1.000 EA | 2200.00000 2200.00| 2000.00000 2000.00| 500.00000 500.00 SPECIAL APPROACH END TERMINAL | | | 0090 633-01 41.000 M2 | 100.00000 4100.00| 59.00000 2419.00| 200.00000 8200.00 CONCRETE GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 55-0710073 |(6) 55-0609442 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-11 9670.000 UN | 1.00000 9670.00| 1.50000 14505.00| 1.75000 16922.50 TRAFFIC CONTROL DEVICE | | | 0100 636-12 2.000 EA | 0.25000 0.50| 1000.00000 2000.00| 500.00000 1000.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0105 636-13 50.000 EA | 0.02000 1.00| 100.00000 5000.00| 50.00000 2500.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0110 636-14 800.000 HR | 30.00000 24000.00| 0.01000 8.00| 35.00000 28000.00 FLAGGER | | | 0115 636-25B 1000.000 DA | 2.25000 2250.00| 1.75000 1750.00| 2.00000 2000.00 WARNING LIGHTS TYPE B | | | 0120 637-01 15.000 M3 | 20.00000 300.00| 81.00000 1215.00| 0.01000 0.15 WATER FOR DUST PALLIATIVE | | | 0125 638-02 28.000 EA | 100.00000 2800.00| 20.00000 560.00| 100.00000 2800.00 RIGHT OF WAY MARKERS | | | 0130 639-01 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 0135 640-01 LUMP| 9750.00000 9750.00| 6500.00000 6500.00| 15000.00000 15000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640-03 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0145 642-14 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 10000.00000 10000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0150 652-01 3.400 MGR | 75.00000 255.00| 90.00000 306.00| 66.00000 224.40 AGRICULTURAL LIMESTONE | | | 0155 652-021 0.600 MGR | 400.00000 240.00| 475.00000 285.00| 320.00000 192.00 FERTILIZER 10-20-10 | | | 0160 652-022 0.500 MGR | 1000.00000 500.00| 550.00000 275.00| 2000.00000 1000.00 UREA FORMALDEHYDE FERTILIZER | | | 0165 652-031 132.000 KG | 10.00000 1320.00| 7.00000 924.00| 6.00000 792.00 SEED MIXTURES B, C-1, OR C-2 | | | 0170 652-041 5.600 MGR | 950.00000 5320.00| 388.00000 2172.80| 800.00000 4480.00 STRAW OR HAY MULCH | | | 0180 308-01SG AA1 312.000 MGR | 26.00000 8112.00| 19.00000 5928.00| 31.00000 9672.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0185 308-01S AA2 286.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 55-0710073 |(6) 55-0609442 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401-1(1)SG AB1 792.000 MGR | 49.00000 38808.00| 65.00000 51480.00| 66.00000 52272.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0195 401-1(1)S AB2 722.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0200 401-2(1)SG AC1 198.000 MGR | 53.00000 10494.00| 67.00000 13266.00| 80.00000 15840.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0205 401-2(1)S AC2 180.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 717,831.00| $ 719,341.10| $ 784,029.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4279 | | | 0210 203-01 LUMP| 102000.00000 102000.00| 25000.00000 25000.00| 10000.00000 10000.00 DISMANTLING STRUCTURES 203-01(01) | | | 0215 212-01 36.000 M3 | 60.00000 2160.00| 13.00000 468.00| 120.00000 4320.00 STRUCTURE EXCAVATION | | | 0220 212-02 270.000 M3 | 80.00000 21600.00| 50.00000 13500.00| 300.00000 81000.00 WET EXCAVATION | | | 0225 212-05 130.000 M3 | 75.00000 9750.00| 90.00000 11700.00| 68.00000 8840.00 SELECT MATERIAL FOR BACKFILLING | | | 0230 601-02 194.000 M3 | 553.00000 107282.00| 700.00000 135800.00| 600.00000 116400.00 CLASS B CONCRETE | | | 0235 601-03 311.000 M3 | 618.00000 192198.00| 800.00000 248800.00| 700.00000 217700.00 CLASS K CONCRETE | | | 0240 602-01 17643.000 KG | 1.50000 26464.50| 1.30000 22935.90| 1.00000 17643.00 REIN STEEL BARS | | | 0245 602-02 56068.000 KG | 1.75000 98119.00| 1.50000 84102.00| 1.22000 68402.96 EPOXY COATED REINFORCING BARS | | | 0250 603-18(1372) 478.400 M | 380.00000 181792.00| 450.00000 215280.00| 464.50000 222216.80 PRESTRESSED CONCRETE I BEAMS 1372MM | | | 0255 616-05H310079 60.000 M | 158.00000 9480.00| 200.00000 12000.00| 365.00000 21900.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0260 639-01 LUMP| 2500.50000 2500.50| 5000.00000 5000.00| 4500.00000 4500.00 CONSTRUCTION LAYOUT STAKES | | | 0265 679-02 AD1 47.000 M3 | | | LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 55-0710073 |(6) 55-0609442 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 679-04 AD2 47.000 M3 | 1250.00000 58750.00| 1100.00000 51700.00| 1210.00000 56870.00 MICROSILICA CONCRETE OVERLAY | | | 0275 679-06 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 1650.00000 1650.00 TEST SLAB | | | SECTION TOTALS | $ 814,096.00| $ 827,785.90| $ 831,442.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,531,927.00| $ 1,547,127.00| $ 1,615,472.06 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 55-0671461 |(8) 25-1493101 |(9) 55-0417282 |HOKE BROTHERS CONTRACTING |UPON THIS ROCK CONSTRUCTION,|TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.712 LS | 50000.00000 50000.00| 119820.76000 119820.76| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 50000.00000 50000.00| 10000.00000 10000.00| 50000.00000 50000.00 MOBILIZATION | | | 0015 207-01 12221.000 M3 | 14.00000 171094.00| 10.00000 122210.00| 6.00000 73326.00 UNCLASSIFIED EXCAVATION | | | 0020 207-34 5015.000 M2 | 2.00000 10030.00| 1.00000 5015.00| 1.55000 7773.25 FABRIC FOR SEPARATION | | | 0025 211-02 5412.000 M3 | 32.00000 173184.00| 35.00000 189420.00| 50.00000 270600.00 ROCK BORROW EXCAVATION | | | 0030 307-01 1007.000 M3 | 38.00000 38266.00| 45.00000 45315.00| 55.00000 55385.00 CLASS I AGGREGATE BASE COURSE | | | 0035 408-02 104.000 L | 0.25000 26.00| 0.22000 22.88| 1.50000 156.00 BITUMINOUS MATERIAL | | | 0040 409-02 13143.000 L | 0.25000 3285.75| 0.22000 2891.46| 0.90000 11828.70 BITUMINOUS MATERIAL PRIME | | | 0045 502-01300 100.000 M2 | 180.00000 18000.00| 125.00000 12500.00| 225.00000 22500.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0050 604-040375A2 40.000 M | 280.00000 11200.00| 120.00000 4800.00| 175.00000 7000.00 FULL BITUMINOUS COATED AND PAVED | | | CORRUGATED STEEL PIPE, 375MM, A2 | | | 0055 604-040450A2 12.000 M | 340.00000 4080.00| 125.00000 1500.00| 185.00000 2220.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0060 604-720375 5.000 EA | 400.00000 2000.00| 325.00000 1625.00| 300.00000 1500.00 SAFETY SLOPE END SECTION | | | 0065 605-09 1.000 EA | 2500.00000 2500.00| 1655.00000 1655.00| 2250.00000 2250.00 TYPE G INLET | | | 0070 607-011 236.000 M | 41.75000 9853.00| 38.00000 8968.00| 40.00000 9440.00 TYPE 1 GUARDRAIL, CLASS I | | | 0075 607-012 152.000 M | 38.00000 5776.00| 35.00000 5320.00| 37.00000 5624.00 TYPE 1 GUARDRAIL CLASS II | | | 0080 607-28 2.000 EA | 825.00000 1650.00| 750.00000 1500.00| 850.00000 1700.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0085 607-31 1.000 EA | 2200.00000 2200.00| 2000.00000 2000.00| 2250.00000 2250.00 SPECIAL APPROACH END TERMINAL | | | 0090 633-01 41.000 M2 | 160.00000 6560.00| 155.00000 6355.00| 100.00000 4100.00 CONCRETE GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 55-0671461 |(8) 25-1493101 |(9) 55-0417282 |HOKE BROTHERS CONTRACTING |UPON THIS ROCK CONSTRUCTION,|TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-11 9670.000 UN | 1.90000 18373.00| 1.22000 11797.40| 1.24000 11990.80 TRAFFIC CONTROL DEVICE | | | 0100 636-12 2.000 EA | 0.01000 0.02| 350.00000 700.00| 450.00000 900.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0105 636-13 50.000 EA | 0.01000 0.50| 5.00000 250.00| 9.00000 450.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0110 636-14 800.000 HR | 32.00000 25600.00| 35.00000 28000.00| 32.00000 25600.00 FLAGGER | | | 0115 636-25B 1000.000 DA | 1.75000 1750.00| 1.75000 1750.00| 1.75000 1750.00 WARNING LIGHTS TYPE B | | | 0120 637-01 15.000 M3 | 100.00000 1500.00| 50.00000 750.00| 10.00000 150.00 WATER FOR DUST PALLIATIVE | | | 0125 638-02 28.000 EA | 70.00000 1960.00| 50.00000 1400.00| 125.00000 3500.00 RIGHT OF WAY MARKERS | | | 0130 639-01 LUMP| 20000.00000 20000.00| 2500.00000 2500.00| 12500.00000 12500.00 CONSTRUCTION LAYOUT STAKES | | | 0135 640-01 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 17500.00000 17500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640-03 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 2250.00000 2250.00 BUILDING EQUIPMENT | | | 0145 642-14 LUMP| 6000.00000 6000.00| 250.00000 250.00| 2000.00000 2000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0150 652-01 3.400 MGR | 75.00000 255.00| 67.00000 227.80| 75.00000 255.00 AGRICULTURAL LIMESTONE | | | 0155 652-021 0.600 MGR | 350.00000 210.00| 315.00000 189.00| 325.00000 195.00 FERTILIZER 10-20-10 | | | 0160 652-022 0.500 MGR | 1000.00000 500.00| 937.00000 468.50| 1000.00000 500.00 UREA FORMALDEHYDE FERTILIZER | | | 0165 652-031 132.000 KG | 10.00000 1320.00| 9.00000 1188.00| 10.00000 1320.00 SEED MIXTURES B, C-1, OR C-2 | | | 0170 652-041 5.600 MGR | 950.00000 5320.00| 882.00000 4939.20| 900.00000 5040.00 STRAW OR HAY MULCH | | | 0180 308-01SG AA1 312.000 MGR | 30.00000 9360.00| 35.00000 10920.00| 30.00000 9360.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0185 308-01S AA2 286.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 55-0671461 |(8) 25-1493101 |(9) 55-0417282 |HOKE BROTHERS CONTRACTING |UPON THIS ROCK CONSTRUCTION,|TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401-1(1)SG AB1 792.000 MGR | 66.00000 52272.00| 60.00000 47520.00| 70.00000 55440.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0195 401-1(1)S AB2 722.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0200 401-2(1)SG AC1 198.000 MGR | 81.00000 16038.00| 73.00000 14454.00| 75.00000 14850.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0205 401-2(1)S AC2 180.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 738,163.27| $ 678,222.00| $ 743,203.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4279 | | | 0210 203-01 LUMP| 30000.00000 30000.00| 75000.00000 75000.00| 125000.00000 125000.00 DISMANTLING STRUCTURES 203-01(01) | | | 0215 212-01 36.000 M3 | 120.00000 4320.00| 100.00000 3600.00| 250.00000 9000.00 STRUCTURE EXCAVATION | | | 0220 212-02 270.000 M3 | 120.00000 32400.00| 30.00000 8100.00| 350.00000 94500.00 WET EXCAVATION | | | 0225 212-05 130.000 M3 | 100.00000 13000.00| 50.00000 6500.00| 75.00000 9750.00 SELECT MATERIAL FOR BACKFILLING | | | 0230 601-02 194.000 M3 | 750.00000 145500.00| 2500.00000 485000.00| 850.00000 164900.00 CLASS B CONCRETE | | | 0235 601-03 311.000 M3 | 780.00000 242580.00| 650.00000 202150.00| 950.00000 295450.00 CLASS K CONCRETE | | | 0240 602-01 17643.000 KG | 2.10000 37050.30| 1.00000 17643.00| 1.50000 26464.50 REIN STEEL BARS | | | 0245 602-02 56068.000 KG | 2.30000 128956.40| 1.25000 70085.00| 1.55000 86905.40 EPOXY COATED REINFORCING BARS | | | 0250 603-18(1372) 478.400 M | 550.00000 263120.00| 500.00000 239200.00| 600.00000 287040.00 PRESTRESSED CONCRETE I BEAMS 1372MM | | | 0255 616-05H310079 60.000 M | 468.00000 28080.00| 450.00000 27000.00| 180.00000 10800.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0260 639-01 LUMP| 20000.00000 20000.00| 2500.00000 2500.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKES | | | 0265 679-02 AD1 47.000 M3 | | | LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 55-0671461 |(8) 25-1493101 |(9) 55-0417282 |HOKE BROTHERS CONTRACTING |UPON THIS ROCK CONSTRUCTION,|TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 679-04 AD2 47.000 M3 | 1362.00000 64014.00| 500.00000 23500.00| 1250.00000 58750.00 MICROSILICA CONCRETE OVERLAY | | | 0275 679-06 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 1500.00000 1500.00 TEST SLAB | | | SECTION TOTALS | $ 1,011,520.70| $ 1,161,778.00| $ 1,177,559.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,749,683.97| $ 1,840,000.00| $ 1,920,763.65 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -14 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(10) 54-0577435 |(11) 55-0598025 | |MOORE BROTHERS COMPANY, INC.|MINERAL FABRICATION & MACHIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.712 LS | 62000.00000 62000.00| 25000.00000 25000.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 62000.00000 62000.00| 75000.00000 75000.00| MOBILIZATION | | | 0015 207-01 12221.000 M3 | 13.60000 166205.60| 12.00000 146652.00| UNCLASSIFIED EXCAVATION | | | 0020 207-34 5015.000 M2 | 5.00000 25075.00| 1.75000 8776.25| FABRIC FOR SEPARATION | | | 0025 211-02 5412.000 M3 | 42.50000 230010.00| 77.50000 419430.00| ROCK BORROW EXCAVATION | | | 0030 307-01 1007.000 M3 | 32.80000 33029.60| 40.00000 40280.00| CLASS I AGGREGATE BASE COURSE | | | 0035 408-02 104.000 L | 3.15000 327.60| 2.00000 208.00| BITUMINOUS MATERIAL | | | 0040 409-02 13143.000 L | 0.52000 6834.36| 1.10000 14457.30| BITUMINOUS MATERIAL PRIME | | | 0045 502-01300 100.000 M2 | 171.00000 17100.00| 165.00000 16500.00| PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0050 604-040375A2 40.000 M | 47.50000 1900.00| 200.00000 8000.00| FULL BITUMINOUS COATED AND PAVED | | | CORRUGATED STEEL PIPE, 375MM, A2 | | | 0055 604-040450A2 12.000 M | 56.00000 672.00| 250.00000 3000.00| FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0060 604-720375 5.000 EA | 160.00000 800.00| 450.00000 2250.00| SAFETY SLOPE END SECTION | | | 0065 605-09 1.000 EA | 850.00000 850.00| 2200.00000 2200.00| TYPE G INLET | | | 0070 607-011 236.000 M | 37.75000 8909.00| 80.00000 18880.00| TYPE 1 GUARDRAIL, CLASS I | | | 0075 607-012 152.000 M | 34.50000 5244.00| 40.00000 6080.00| TYPE 1 GUARDRAIL CLASS II | | | 0080 607-28 2.000 EA | 750.00000 1500.00| 1030.00000 2060.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0085 607-31 1.000 EA | 2000.00000 2000.00| 2760.00000 2760.00| SPECIAL APPROACH END TERMINAL | | | 0090 633-01 41.000 M2 | 59.00000 2419.00| 165.00000 6765.00| CONCRETE GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -15 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(10) 54-0577435 |(11) 55-0598025 | |MOORE BROTHERS COMPANY, INC.|MINERAL FABRICATION & MACHIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-11 9670.000 UN | 1.35000 13054.50| 2.50000 24175.00| TRAFFIC CONTROL DEVICE | | | 0100 636-12 2.000 EA | 350.00000 700.00| 200.00000 400.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0105 636-13 50.000 EA | 5.00000 250.00| 4.00000 200.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0110 636-14 800.000 HR | 32.50000 26000.00| 41.00000 32800.00| FLAGGER | | | 0115 636-25B 1000.000 DA | 2.15000 2150.00| 2.85000 2850.00| WARNING LIGHTS TYPE B | | | 0120 637-01 15.000 M3 | 90.00000 1350.00| 36.00000 540.00| WATER FOR DUST PALLIATIVE | | | 0125 638-02 28.000 EA | 53.00000 1484.00| 75.00000 2100.00| RIGHT OF WAY MARKERS | | | 0130 639-01 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| CONSTRUCTION LAYOUT STAKES | | | 0135 640-01 LUMP| 12000.00000 12000.00| 9000.00000 9000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640-03 LUMP| 8000.00000 8000.00| 2500.00000 2500.00| BUILDING EQUIPMENT | | | 0145 642-14 LUMP| 14800.00000 14800.00| 4500.00000 4500.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0150 652-01 3.400 MGR | 90.00000 306.00| 115.00000 391.00| AGRICULTURAL LIMESTONE | | | 0155 652-021 0.600 MGR | 475.00000 285.00| 805.00000 483.00| FERTILIZER 10-20-10 | | | 0160 652-022 0.500 MGR | 550.00000 275.00| 1725.00000 862.50| UREA FORMALDEHYDE FERTILIZER | | | 0165 652-031 132.000 KG | 8.25000 1089.00| 16.00000 2112.00| SEED MIXTURES B, C-1, OR C-2 | | | 0170 652-041 5.600 MGR | 387.50000 2170.00| 690.00000 3864.00| STRAW OR HAY MULCH | | | 0180 308-01SG AA1 312.000 MGR | 18.50000 5772.00| 32.50000 10140.00| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0185 308-01S AA2 286.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -16 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(10) 54-0577435 |(11) 55-0598025 | |MOORE BROTHERS COMPANY, INC.|MINERAL FABRICATION & MACHIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401-1(1)SG AB1 792.000 MGR | 50.60000 40075.20| 74.00000 58608.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0195 401-1(1)S AB2 722.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0200 401-2(1)SG AC1 198.000 MGR | 73.80000 14612.40| 77.00000 15246.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0205 401-2(1)S AC2 180.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 786,249.26| $ 981,070.05| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4279 | | | 0210 203-01 LUMP| 42000.00000 42000.00| 65000.00000 65000.00| DISMANTLING STRUCTURES 203-01(01) | | | 0215 212-01 36.000 M3 | 111.00000 3996.00| 60.00000 2160.00| STRUCTURE EXCAVATION | | | 0220 212-02 270.000 M3 | 350.00000 94500.00| 85.00000 22950.00| WET EXCAVATION | | | 0225 212-05 130.000 M3 | 63.50000 8255.00| 80.00000 10400.00| SELECT MATERIAL FOR BACKFILLING | | | 0230 601-02 194.000 M3 | 1500.00000 291000.00| 700.00000 135800.00| CLASS B CONCRETE | | | 0235 601-03 311.000 M3 | 1300.00000 404300.00| 950.00000 295450.00| CLASS K CONCRETE | | | 0240 602-01 17643.000 KG | 1.10000 19407.30| 1.60000 28228.80| REIN STEEL BARS | | | 0245 602-02 56068.000 KG | 1.24000 69524.32| 1.80000 100922.40| EPOXY COATED REINFORCING BARS | | | 0250 603-18(1372) 478.400 M | 550.00000 263120.00| 663.00000 317179.20| PRESTRESSED CONCRETE I BEAMS 1372MM | | | 0255 616-05H310079 60.000 M | 378.00000 22680.00| 815.00000 48900.00| STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0260 639-01 LUMP| 10968.60000 10968.60| 18000.00000 18000.00| CONSTRUCTION LAYOUT STAKES | | | 0265 679-02 AD1 47.000 M3 | | | LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 007 -17 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9312305 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(10) 54-0577435 |(11) 55-0598025 | |MOORE BROTHERS COMPANY, INC.|MINERAL FABRICATION & MACHIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 679-04 AD2 47.000 M3 | 1387.00000 65189.00| 1462.00000 68714.00| MICROSILICA CONCRETE OVERLAY | | | 0275 679-06 LUMP| 1575.00000 1575.00| 3300.00000 3300.00| TEST SLAB | | | SECTION TOTALS | $ 1,296,515.22| $ 1,117,004.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,082,764.48| $ 2,098,074.45| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9702916 COUNTIES : PUTNAM LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : MORGAN'S LANDING - WINFIELD PROJECT(S) : S340-0035/00-004.24 00 LOCATION: 0.50 MILES S CR 44 - 1.04 MILES S WV 34 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 250,490.55 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9702916 COUNTIES : PUTNAM LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 229-01 8.867 KM | 2650.00000 23497.55| | SHOULDERS AND DITCHES | | | 0010 408-02 10535.000 L | 0.20000 2107.00| | BITUMINOUS MATERIAL | | | 0015 636-08 35470.000 M | 0.65000 23055.50| | TEMP PVMT MARKING-PAINT | | | 0020 636-11 4740.000 UN | 0.01000 47.40| | TRAFFIC CONTROL DEVICE | | | 0025 636-14 260.000 HR | 36.50000 9490.00| | FLAGGER | | | 0030 308-01SG AA1 1138.000 MGR | 16.00000 18208.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0035 308-01S AA2 1047.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0040 401-3SG BB1 1044.000 MGR | 43.75000 45675.00| | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0045 401-3S BB2 960.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0050 402-011SG CC1 3562.000 MGR | 36.05000 128410.10| | HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0055 402-011S CC2 3277.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 250,490.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 250,490.55| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9716202 COUNTIES : HANCOCK LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : CONGO ARROYD ROAD PROJECT(S) : S315-0208/00-000.00 00 0STP 0208 004 EQ0 LOCATION: WV2 - WV 8 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 87,623.16 100.0000% 2 34-1262474 LAKE ERIE CONSTRUCTION COMPANY $ 89,825.00 102.5128% 3 31-1148628 PDK CONSTRUCTION, INC. $ 94,158.69 107.4586% 4 25-1000923 PENN LINE SERVICE, INC. $ 106,169.37 121.1658% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9716202 COUNTIES : HANCOCK LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 34-1262474 |(3) 31-1148628 |GREEN ACRES CONTRACTING COMP|LAKE ERIE CONSTRUCTION COMPA|PDK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL | | | 0005 607-012 4274.820 M | 20.00000 85496.40| 20.50000 87633.81| 21.09000 90155.95 TYPE 1 GUARDRAIL CLASS II | | | 0010 607-101A 201.930 M | 3.50000 706.76| 3.00000 605.79| 6.60000 1332.74 GUARDRAIL REMOVAL | | | 0015 622-03 23.000 EA | 60.00000 1380.00| 49.80000 1145.40| 90.00000 2070.00 CANTILEVER MAILBOX SUPPORT | | | 0020 636-27 40.000 SI | 1.00000 40.00| 11.00000 440.00| 15.00000 600.00 TRAFFIC CONTROL | | | SECTION TOTALS | $ 87,623.16| $ 89,825.00| $ 94,158.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 87,623.16| $ 89,825.00| $ 94,158.69 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9716202 COUNTIES : HANCOCK LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1000923 | | |PENN LINE SERVICE, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL | | | 0005 607-012 4274.820 M | 23.97000 102467.44| | TYPE 1 GUARDRAIL CLASS II | | | 0010 607-101A 201.930 M | 1.00000 201.93| | GUARDRAIL REMOVAL | | | 0015 622-03 23.000 EA | 100.00000 2300.00| | CANTILEVER MAILBOX SUPPORT | | | 0020 636-27 40.000 SI | 30.00000 1200.00| | TRAFFIC CONTROL | | | SECTION TOTALS | $ 106,169.37| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 106,169.37| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 9716203 COUNTIES : OHIO LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : PETERS RUN ROAD PROJECT(S) : S335-0025/00-000.01 00 0STP 0025 067 EQ0 LOCATION: US 40 - WV 88 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 54,069.92 100.0000% 2 25-1000923 PENN LINE SERVICE, INC. $ 64,273.89 118.8718% 3 34-1262474 LAKE ERIE CONSTRUCTION COMPANY $ 65,195.00 120.5753% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9716203 COUNTIES : OHIO LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 |(3) 34-1262474 |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. |LAKE ERIE CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL | | | 0005 607-012 2278.380 M | 23.41000 53336.88| 26.75000 60946.67| 28.00000 63794.64 TYPE 1 GUARDRAIL CLASS II | | | 0010 607-101A 91.440 M | 3.50000 320.04| 6.75000 617.22| 4.00000 365.76 GUARDRAIL REMOVAL | | | 0015 607-37 6.000 EA | 40.00000 240.00| 35.00000 210.00| 100.00000 600.00 BUFFER END SECTION | | | 0020 622-03 2.000 EA | 75.00000 150.00| 100.00000 200.00| 100.00000 200.00 CANTILEVER MAILBOX SUPPORT | | | 0025 636-27 23.000 SI | 1.00000 23.00| 100.00000 2300.00| 10.20000 234.60 TRAFFIC CONTROL | | | SECTION TOTALS | $ 54,069.92| $ 64,273.89| $ 65,195.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 54,069.92| $ 64,273.89| $ 65,195.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 9716201 COUNTIES : OHIO LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : MCGRAWS RUN ROAD PROJECT(S) : S335-0035/00-000.01 00 0STP 0035 110 EQ0 LOCATION: US 40 - CO 37 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 60,947.28 100.0000% 2 34-1262474 LAKE ERIE CONSTRUCTION COMPANY $ 69,250.00 113.6227% 3 31-1148628 PDK CONSTRUCTION, INC. $ 73,284.38 120.2422% 4 25-1000923 PENN LINE SERVICE, INC. $ 73,399.94 120.4318% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9716201 COUNTIES : OHIO LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 34-1262474 |(3) 31-1148628 |GREEN ACRES CONTRACTING COMP|LAKE ERIE CONSTRUCTION COMPA|PDK CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL | | | 0005 607-012 2941.320 M | 20.08000 59061.71| 22.50000 66179.70| 23.88000 70238.72 TYPE 1 GUARDRAIL CLASS II | | | 0010 607-101A 153.590 M | 3.50000 537.57| 4.00000 614.36| 4.92000 755.66 GUARDRAIL REMOVAL | | | 0015 607-25A 2.000 EA | 200.00000 400.00| 300.00000 600.00| 350.00000 700.00 CUT SLOPE TERMINAL, TYPE A | | | 0020 607-36 4.000 EA | 25.00000 100.00| 95.00000 380.00| 50.00000 200.00 GUARDRAIL END SHOE | | | 0025 607-37 4.000 EA | 40.00000 160.00| 60.00000 240.00| 30.00000 120.00 BUFFER END SECTION | | | 0030 622-03 11.000 EA | 60.00000 660.00| 89.50000 984.50| 90.00000 990.00 CANTILEVER MAILBOX SUPPORT | | | 0035 636-27 28.000 SI | 1.00000 28.00| 8.98000 251.44| 10.00000 280.00 TRAFFIC CONTROL | | | SECTION TOTALS | $ 60,947.28| $ 69,250.00| $ 73,284.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 60,947.28| $ 69,250.00| $ 73,284.38 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9716201 COUNTIES : OHIO LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1000923 | | |PENN LINE SERVICE, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL | | | 0005 607-012 2941.320 M | 23.75000 69856.35| | TYPE 1 GUARDRAIL CLASS II | | | 0010 607-101A 153.590 M | 1.00000 153.59| | GUARDRAIL REMOVAL | | | 0015 607-25A 2.000 EA | 275.00000 550.00| | CUT SLOPE TERMINAL, TYPE A | | | 0020 607-36 4.000 EA | 50.00000 200.00| | GUARDRAIL END SHOE | | | 0025 607-37 4.000 EA | 35.00000 140.00| | BUFFER END SECTION | | | 0030 622-03 11.000 EA | 100.00000 1100.00| | CANTILEVER MAILBOX SUPPORT | | | 0035 636-27 28.000 SI | 50.00000 1400.00| | TRAFFIC CONTROL | | | SECTION TOTALS | $ 73,399.94| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 73,399.94| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 9709205 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : NORTH OF CAVE US 220 SLIDE #3009 PROJECT(S) : S336-0220/00-006.80 00 0STP 0220 131 EQ0 LOCATION: 0.60MI. N OF CR25-0.62MI N OF CR 25 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0705218 NELSON EXCAVATING, INC. $ 71,310.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 98,925.00 138.7252% 3 55-0598025 MINERAL FABRICATION AND MACHINE COMPANY, INC. $ 192,813.50 270.3877% 34-1632350 B.B.R. DRILLING COMPANY, PAUL C. BALCAR, DBA IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9709205 COUNTIES : PENDLETON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0705218 |(2) 62-1345425 |(3) 55-0598025 |NELSON EXCAVATING, INC. |BILCO CONSTRUCTION COMPANY, |MINERAL FABRICATION & MACHIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE #3009 REPAIR | | | 0005 204-01 LUMP| 2500.00000 2500.00| 17000.00000 17000.00| 20000.00000 20000.00 MOBILIZATION | | | 0010 207-34 475.000 SY | 4.50000 2137.50| 2.00000 950.00| 2.50000 1187.50 FABRIC FOR SEPARATION | | | 0015 607-09-1 175.000 LF | 22.50000 3937.50| 24.00000 4200.00| 30.00000 5250.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0020 614-1(HP10X42 255.000 LF | 112.00000 28560.00| 105.00000 26775.00| 390.00000 99450.00 STEEL PILES | | | 0025 614-3 1150.000 SF | 12.50000 14375.00| 12.00000 13800.00| 19.00000 21850.00 CONCRETE LAGGING | | | 0030 636-01 LUMP| 5000.00000 5000.00| 17500.00000 17500.00| 17676.00000 17676.00 TRAFFIC CONTROL | | | 0035 639-01 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKES | | | 0040 642-13 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 3260.00000 3260.00 TEMPORARY POLLUTION CONTROL | | | 0045 308-01SG AA1 40.000 TN | 32.50000 1300.00| 30.00000 1200.00| 66.00000 2640.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0050 308-01S AA2 36.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0055 308-07SG BB1 400.000 TN | 22.50000 9000.00| 30.00000 12000.00| 45.00000 18000.00 CLASS 7 AGGREGATE, STONE OR GRAVEL | | | 0060 308-07S BB2 364.000 TN | | | CLASS 7 AGGREGATE, SLAG | | | SECTION TOTALS | $ 71,310.00| $ 98,925.00| $ 192,813.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 71,310.00| $ 98,925.00| $ 192,813.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 9624804R1 COUNTIES : BERKELEY LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : BUNKER HILL RIGHT OF WAY (BUILDING DEMO.) PROJECT(S) : U302-0011/00-003.04 02 LOCATION: I/S OF CO RTE 26 AND US 11 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0739010 GREEN RIVER GROUP LIMITED LIABILITY COMPANY $ 28,087.00 100.0000% 2 55-0713124 COSNER ENTERPRISES, INC. $ 42,440.00 151.1019% 3 52-1404782 D. L. MORGAN, JR., INC. $ 50,658.00 180.3610% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 52,265.30 186.0835% 5 55-0575884 GROUND BREAKERS, INC. $ 55,224.00 196.6176% 6 55-0646435 AUTO MART, INC. $ 1,186,400.00 224.0182% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9624804R1 COUNTIES : BERKELEY LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0739010 |(2) 55-0713124 |(3) 52-1404782 |GREEN RIVER GROUP LIMITED LI|COSNER ENTERPRISES, INC. |D. L. MORGAN, JR., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BUNKER HILL RIGHT OF WAY (BLD. DEMO.) | | | 0005 202-01(01) 1.000 LS | 10000.00000 10000.00| 20806.94000 20806.94| 29197.00000 29197.00 BUILDING DEMOLITION | | | 0010 204-01 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 1500.00000 1500.00 MOBILIZATION | | | 0015 636-11 2680.000 UN | 1.50000 4020.00| 1.39000 3725.20| 1.75000 4690.00 TRAFFIC CONTROL DEVICES | | | 0020 636-13 9.000 EA | 5.00000 45.00| 5.00000 45.00| 1.00000 9.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0025 636-14 20.000 HR | 35.00000 700.00| 30.00000 600.00| 28.50000 570.00 FLAGGER | | | 0030 636-25(A) 42.000 DA | 1.00000 42.00| 0.60000 25.20| 1.00000 42.00 WARNING LIGHTS | | | 0035 636-25(B) 140.000 DA | 2.00000 280.00| 2.10000 294.00| 2.50000 350.00 WARNING LIGHTS | | | 0040 681-01(01) LUMP| 10000.00000 10000.00| 14443.66000 14443.66| 14300.00000 14300.00 ASBESTOS ABATEMENT | | | SECTION TOTALS | $ 28,087.00| $ 42,440.00| $ 50,658.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,087.00| $ 42,440.00| $ 50,658.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9624804R1 COUNTIES : BERKELEY LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0575884 |(6) 55-0646435 |ORDERS CONSTRUCTION COMPANY,|GROUND BREAKERS, INC. |AUTO MART, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BUNKER HILL RIGHT OF WAY (BLD. DEMO.) | | | 0005 202-01(01) 1.000 LS | 28800.00000 28800.00| 25000.00000 25000.00| 10000.00000 10000.00 BUILDING DEMOLITION | | | 0010 204-01 LUMP| 7000.00000 7000.00| 12000.00000 12000.00| 10000.00000 10000.00 MOBILIZATION | | | 0015 636-11 2680.000 UN | 1.55000 4154.00| 2.00000 5360.00| 400.00000 1072000.00 TRAFFIC CONTROL DEVICES | | | 0020 636-13 9.000 EA | 6.00000 54.00| 40.00000 360.00| 400.00000 3600.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0025 636-14 20.000 HR | 44.00000 880.00| 50.00000 1000.00| 400.00000 8000.00 FLAGGER | | | 0030 636-25(A) 42.000 DA | 0.65000 27.30| 2.00000 84.00| 400.00000 16800.00 WARNING LIGHTS | | | 0035 636-25(B) 140.000 DA | 2.50000 350.00| 3.00000 420.00| 400.00000 56000.00 WARNING LIGHTS | | | 0040 681-01(01) LUMP| 11000.00000 11000.00| 11000.00000 11000.00| 10000.00000 10000.00 ASBESTOS ABATEMENT | | | SECTION TOTALS | $ 52,265.30| $ 55,224.00| $ 1,186,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 52,265.30| $ 55,224.00| $ 1,186,400.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9703804 COUNTIES : RITCHIE LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : BONE CREEK ARCH BRIDGE PROJECT(S) : S343-0034/00-004.78 00 LOCATION: BONE CREEK, WV 74 - 0.05 MI W WV 74 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 209,664.37 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 233,564.00 111.3989% 3 55-0609442 MEC CONSTRUCTION, INC. $ 257,673.90 122.8982% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 258,389.00 123.2393% 5 55-0417282 TURMAN CONSTRUCTION CO. $ 316,095.44 150.7625% 6 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 423,000.00 201.7510% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9703804 COUNTIES : RITCHIE LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0710073 |(3) 55-0609442 |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 203-01 LUMP| 8000.00000 8000.00| 23256.00000 23256.00| 10000.00000 10000.00 DISMANTLING STRUCTURES | | | 0010 204-01 LUMP| 18000.00000 18000.00| 3500.00000 3500.00| 10000.00000 10000.00 MOBILIZATION | | | 0015 207-01 972.000 CY | 9.60000 9331.20| 13.00000 12636.00| 15.00000 14580.00 UNCLASSIFIED EXCAVATION | | | 0020 207-32 660.000 SY | 0.95000 627.00| 3.00000 1980.00| 1.00000 660.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 211-01 230.000 CY | 14.85000 3415.50| 35.00000 8050.00| 25.00000 5750.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 212-05 13.000 CY | 73.25000 952.25| 50.00000 650.00| 200.00000 2600.00 SELECT MATERIAL FOR BACKFILLING | | | 0035 218-06 705.000 CY | 31.35000 22101.75| 35.00000 24675.00| 45.00000 31725.00 FOUNDATION PROTECTION | | | 0040 409-02 173.000 GA | 1.45000 250.85| 1.00000 173.00| 1.30000 224.90 BITUMINOUS MATERIAL | | | 0045 601-02 27.000 CY | 429.10000 11585.70| 500.00000 13500.00| 750.00000 20250.00 CLASS B CONCRETE | | | 0050 602-02 4944.000 LB | 0.83000 4103.52| 1.00000 4944.00| 1.00000 4944.00 EPOXY COATED REINFORCING STEELBARS | | | 0055 603-01 476.000 LF | 104.05000 49527.80| 120.00000 57120.00| 140.00000 66640.00 PRESTRESSED CONCRETE BEAMS | | | 0060 607-01(III) 250.000 LF | 13.10000 3275.00| 22.00000 5500.00| 25.00000 6250.00 TYPE 1 GUARDRAIL | | | 0065 616-04HP12X84 250.000 LF | 57.25000 14312.50| 45.00000 11250.00| 55.00000 13750.00 STEEL BEARING PILES, DRIVEN | | | 0070 633-03 43.000 CY | 38.70000 1664.10| 50.00000 2150.00| 60.00000 2580.00 DUMPED ROCK GUTTER | | | 0075 636-01 LUMP| 7900.00000 7900.00| 4000.00000 4000.00| 7500.00000 7500.00 TRAFFIC CONTROL | | | 0080 636-05 1.000 LS | 23700.00000 23700.00| 26000.00000 26000.00| 22500.00000 22500.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0085 638-02 8.000 EA | 40.90000 327.20| 20.00000 160.00| 100.00000 800.00 RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 4800.00000 4800.00| 4000.00000 4000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKES | | | 0095 642-14 LUMP| 2600.00000 2600.00| 500.00000 500.00| 2000.00000 2000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9703804 COUNTIES : RITCHIE LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0710073 |(3) 55-0609442 |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 307-01SG AA1 320.000 TN | 25.20000 8064.00| 45.00000 14400.00| 57.00000 18240.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0105 307-01S AA2 301.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0110 401-1(2)SG BB1 120.000 TN | 99.15000 11898.00| 100.00000 12000.00| 95.00000 11400.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0115 401-1(2)S BB2 113.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0120 401-2(1)SG CC1 24.000 TN | 134.50000 3228.00| 130.00000 3120.00| 95.00000 2280.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0125 401-2(1)S CC2 22.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 209,664.37| $ 233,564.00| $ 257,673.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 209,664.37| $ 233,564.00| $ 257,673.90 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9703804 COUNTIES : RITCHIE LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 55-0417282 |(6) 25-1493101 |BILCO CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 203-01 LUMP| 12000.00000 12000.00| 12500.00000 12500.00| 75000.00000 75000.00 DISMANTLING STRUCTURES | | | 0010 204-01 LUMP| 14500.00000 14500.00| 12500.00000 12500.00| 1000.00000 1000.00 MOBILIZATION | | | 0015 207-01 972.000 CY | 11.00000 10692.00| 15.00000 14580.00| 15.00000 14580.00 UNCLASSIFIED EXCAVATION | | | 0020 207-32 660.000 SY | 1.50000 990.00| 1.55000 1023.00| 1.00000 660.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 211-01 230.000 CY | 24.00000 5520.00| 20.00000 4600.00| 15.00000 3450.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 212-05 13.000 CY | 100.00000 1300.00| 70.00000 910.00| 100.00000 1300.00 SELECT MATERIAL FOR BACKFILLING | | | 0035 218-06 705.000 CY | 45.00000 31725.00| 70.00000 49350.00| 50.00000 35250.00 FOUNDATION PROTECTION | | | 0040 409-02 173.000 GA | 1.50000 259.50| 1.28000 221.44| 1.30000 224.90 BITUMINOUS MATERIAL | | | 0045 601-02 27.000 CY | 425.00000 11475.00| 1200.00000 32400.00| 1250.00000 33750.00 CLASS B CONCRETE | | | 0050 602-02 4944.000 LB | 1.00000 4944.00| 1.50000 7416.00| 1.00000 4944.00 EPOXY COATED REINFORCING STEELBARS | | | 0055 603-01 476.000 LF | 130.00000 61880.00| 165.00000 78540.00| 100.00000 47600.00 PRESTRESSED CONCRETE BEAMS | | | 0060 607-01(III) 250.000 LF | 28.00000 7000.00| 22.00000 5500.00| 14.00000 3500.00 TYPE 1 GUARDRAIL | | | 0065 616-04HP12X84 250.000 LF | 38.00000 9500.00| 55.00000 13750.00| 85.00000 21250.00 STEEL BEARING PILES, DRIVEN | | | 0070 633-03 43.000 CY | 45.00000 1935.00| 75.00000 3225.00| 50.00000 2150.00 DUMPED ROCK GUTTER | | | 0075 636-01 LUMP| 17000.00000 17000.00| 12500.00000 12500.00| 6000.00000 6000.00 TRAFFIC CONTROL | | | 0080 636-05 1.000 LS | 40000.00000 40000.00| 40000.00000 40000.00| 147011.10000 147011.10 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0085 638-02 8.000 EA | 125.00000 1000.00| 115.00000 920.00| 100.00000 800.00 RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 3000.50000 3000.50| 5500.00000 5500.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | 0095 642-14 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 250.00000 250.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9703804 COUNTIES : RITCHIE LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 55-0417282 |(6) 25-1493101 |BILCO CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 307-01SG AA1 320.000 TN | 23.00000 7360.00| 28.00000 8960.00| 30.00000 9600.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0105 307-01S AA2 301.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0110 401-1(2)SG BB1 120.000 TN | 97.00000 11640.00| 60.00000 7200.00| 90.00000 10800.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0115 401-1(2)S BB2 113.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0120 401-2(1)SG CC1 24.000 TN | 132.00000 3168.00| 125.00000 3000.00| 120.00000 2880.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0125 401-2(1)S CC2 22.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 258,389.00| $ 316,095.44| $ 423,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 258,389.00| $ 316,095.44| $ 423,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 9704204 COUNTIES : WOOD LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : WV 14 AT HENDERSON AVENUE PROJECT(S) : U354-0014/00-026.13 01 LOCATION: WILLIAMSTOWN 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 120,063.25 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 130,472.50 108.6698% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9704204 COUNTIES : WOOD LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0646159 | |CARL KELLY PAVING, INC. |WEST VIRGINIA SIGNAL & LIGHT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204-01 LUMP| 2800.00000 2800.00| 17500.00000 17500.00| MOBILIZATION | | | 0010 207-09 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| UNCLASSIFIED EXCAVATION | | | 0015 211-08 4.000 MGR | 150.00000 600.00| 250.00000 1000.00| ROCK BORROW EXCAVATION | | | 0020 605-16 1.000 EA | 3720.00000 3720.00| 1500.00000 1500.00| ADJUSTING TYPE A MANHOLE | | | 0025 607-091 8.000 M | 366.60000 2932.80| 300.00000 2400.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 609-01 16.000 M2 | 225.00000 3600.00| 150.00000 2400.00| CONCRETE SIDEWALK | | | 0035 636-11 6050.000 UN | 1.20000 7260.00| 1.25000 7562.50| TRAFFIC CONTROL DEVICE | | | 0040 636-13 20.000 EA | 4.19000 83.80| 25.00000 500.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0045 636-14 450.000 HR | 10.00000 4500.00| 32.50000 14625.00| FLAGGER | | | 0050 636-25A 60.000 DA | 2.00000 120.00| 1.00000 60.00| WARNING LIGHTS TYPE A | | | 0055 636-25B 480.000 DA | 2.00000 960.00| 2.00000 960.00| WARNING LIGHTS TYPE B | | | 0060 639-01 LUMP| 1350.00000 1350.00| 2500.00000 2500.00| CONSTRUCTION LAYOUT STAKES | | | 0065 642-13 LUMP| 225.00000 225.00| 500.00000 500.00| TEMPORARY POLLUTION CONTROL | | | 0070 660-01 LUMP| 9182.18000 9182.18| 7500.00000 7500.00| SIGNAL CONTROLLERS 01 | | | 0075 660-02LPSC 6.000 EA | 145.20000 871.20| 250.00000 1500.00| TRAFFIC DETECTORS | | | 0080 660-03V305 21.000 EA | 174.24000 3659.04| 125.00000 2625.00| SIGNAL SECTIONS | | | 0085 660-04C1 3.000 EA | 5206.23000 15618.69| 4250.00000 12750.00| SIGNAL SUPPORTS | | | 0090 660-05H 5.000 EA | 1320.04000 6600.20| 1000.00000 5000.00| JUNCTION BOXES TYPE H | | | 0095 660-07 LUMP| 15122.34000 15122.34| 17500.00000 17500.00| MISCELLANEOUS SIGNAL 01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9704204 COUNTIES : WOOD LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0646159 | |CARL KELLY PAVING, INC. |WEST VIRGINIA SIGNAL & LIGHT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 663-055 10.000 M | 52.80000 528.00| 40.00000 400.00| TYPE V STOP LINES | | | 0105 307-01SG AA1 69.000 MGR | 150.00000 10350.00| 100.00000 6900.00| CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE 100.00 | | | 0110 307-01S AA2 64.000 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0115 401-1(2)SG BB1 46.000 MGR | 230.00000 10580.00| 145.00000 6670.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0120 401-1(2)S BB2 42.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0125 401-3SG CC1 18.000 MGR | 100.00000 1800.00| 145.00000 2610.00| HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0130 401-3S CC2 17.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0135 402-01(1)SG DD1 38.000 MGR | 200.00000 7600.00| 145.00000 5510.00| HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0140 402-01(1)S DD2 35.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 120,063.25| $ 130,472.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 120,063.25| $ 130,472.50| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 9706607 COUNTIES : GREENBRIER LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : ANTHONY STATION ROAD PROJECT(S) : S313-0021/02-003.21 00 0STP 0212 001 EQ0 LOCATION: 0.27 MI E CR 21/8 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 258,687.00 100.0000% 2 34-1632350 B.B.R. DRILLING COMPANY, PAUL C. BALCAR, DBA $ 259,739.20 100.4067% 3 55-0417282 TURMAN CONSTRUCTION CO. $ 278,506.00 107.6613% 4 55-0750646 BANAM, INC. $ 285,879.50 110.5117% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9706607 COUNTIES : GREENBRIER LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |(1) 62-1345425 |(2) 34-1632350 |(3) 55-0417282 |BILCO CONSTRUCTION COMPANY, |B.B.R. DRILLING COMPANY |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204-01 LUMP| 30500.00000 30500.00| 50800.00000 50800.00| 18000.00000 18000.00 MOBILIZATION | | | 0010 207-01 163.000 M3 | 10.00000 1630.00| 30.00000 4890.00| 20.00000 3260.00 UNCLASSIFIED EXCAVATION | | | 0015 207-32 844.000 M2 | 2.00000 1688.00| 2.00000 1688.00| 1.50000 1266.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0020 604-010450A2 9.000 M | 180.00000 1620.00| 230.00000 2070.00| 100.00000 900.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0025 607-013 213.000 M | 35.00000 7455.00| 39.00000 8307.00| 40.00000 8520.00 TYPE 1 GUARDRAIL CLASS III | | | 0030 607-104 213.000 M | 18.00000 3834.00| 3.40000 724.20| 10.00000 2130.00 TYPE 4 GUARDRAIL REMOVE AND STORE | | | 0035 614-1H250085 1030.000 M | 175.00000 180250.00| 158.00000 162740.00| 200.00000 206000.00 STEEL PILES, HP 250X85 | | | 0040 636-11 2340.000 UN | 1.50000 3510.00| 1.50000 3510.00| 1.50000 3510.00 TRAFFIC CONTROL DEVICE | | | 0045 614-4 AA1 210.000 M2 | 85.00000 17850.00| 87.00000 18270.00| 80.00000 16800.00 TIMBER LAGGING | | | 0050 614-3 AA2 210.000 M2 | | | CONCRETE LAGGING | | | 0055 308-01SG BB1 52.000 MGR | 25.00000 1300.00| 60.00000 3120.00| 70.00000 3640.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0060 308-01S BB2 47.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0065 308-07SG CC1 362.000 MGR | 25.00000 9050.00| 10.00000 3620.00| 40.00000 14480.00 CLASS 7 AGGREGATE STONE OR GRAVEL | | | 0070 308-07S CC2 329.000 MGR | | | CLASS 7 AGGREGATE, SLAG | | | SECTION TOTALS | $ 258,687.00| $ 259,739.20| $ 278,506.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 258,687.00| $ 259,739.20| $ 278,506.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9706607 COUNTIES : GREENBRIER LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0750646 | | |BANAM, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204-01 LUMP| 23000.00000 23000.00| | MOBILIZATION | | | 0010 207-01 163.000 M3 | 30.00000 4890.00| | UNCLASSIFIED EXCAVATION | | | 0015 207-32 844.000 M2 | 2.00000 1688.00| | FABRIC FOR SUBSURFACE DRAINAGE | | | 0020 604-010450A2 9.000 M | 225.00000 2025.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0025 607-013 213.000 M | 35.50000 7561.50| | TYPE 1 GUARDRAIL CLASS III | | | 0030 607-104 213.000 M | 2.00000 426.00| | TYPE 4 GUARDRAIL REMOVE AND STORE | | | 0035 614-1H250085 1030.000 M | 200.00000 206000.00| | STEEL PILES, HP 250X85 | | | 0040 636-11 2340.000 UN | 2.25000 5265.00| | TRAFFIC CONTROL DEVICE | | | 0045 614-4 AA1 210.000 M2 | 100.00000 21000.00| | TIMBER LAGGING | | | 0050 614-3 AA2 210.000 M2 | | | CONCRETE LAGGING | | | 0055 308-01SG BB1 52.000 MGR | 33.00000 1716.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0060 308-01S BB2 47.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0065 308-07SG CC1 362.000 MGR | 34.00000 12308.00| | CLASS 7 AGGREGATE STONE OR GRAVEL | | | 0070 308-07S CC2 329.000 MGR | | | CLASS 7 AGGREGATE, SLAG | | | SECTION TOTALS | $ 285,879.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 285,879.50| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 9726728 COUNTIES : BRAXTON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : BRAXTON CR24, CR14 AND CR13/9 GUARDRAIL INSTALLATION PROJECT(S) : S304-0GRD/L0-097.00 00 0STP 0097 077 EQ0 LOCATION: VARIOUS LOCATIONS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 17,676.39 100.0000% 2 31-1148628 PDK CONSTRUCTION, INC. $ 20,466.47 115.7842% 3 55-0753937 M & M GUARDRAILS, LIMITED LIABILITY COMPANY $ 21,271.77 120.3400% 4 25-1000923 PENN LINE SERVICE, INC. $ 25,561.98 144.6108% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9726728 COUNTIES : BRAXTON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |(1) 25-1271209 |(2) 31-1148628 |(3) 55-0753937 |GREEN ACRES CONTRACTING COMP|PDK CONSTRUCTION, INC. |M & M GUARDRAILS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL-VARIOUS LOCATIONS | | | 0005 607-012 243.840 M | 26.06000 6354.47| 28.80000 7022.59| 29.78000 7261.56 TYPE 1 GUARDRAIL CLASS II | | | 0010 607-013 472.440 M | 23.90000 11291.32| 27.82000 13143.28| 25.21000 11910.21 TYPE 1 GUARDRAIL CLASS III | | | 0015 636-11 3000.000 UN | 0.01000 30.00| 0.10000 300.00| 0.10000 300.00 TRAFFIC CONTROL DEVICE | | | 0020 636-14 60.000 HR | 0.01000 0.60| 0.01000 0.60| 30.00000 1800.00 FLAGGER | | | SECTION TOTALS | $ 17,676.39| $ 20,466.47| $ 21,271.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,676.39| $ 20,466.47| $ 21,271.77 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9726728 COUNTIES : BRAXTON LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |(4) 25-1000923 | | |PENN LINE SERVICE, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL-VARIOUS LOCATIONS | | | 0005 607-012 243.840 M | 33.25000 8107.68| | TYPE 1 GUARDRAIL CLASS II | | | 0010 607-013 472.440 M | 32.50000 15354.30| | TYPE 1 GUARDRAIL CLASS III | | | 0015 636-11 3000.000 UN | 0.10000 300.00| | TRAFFIC CONTROL DEVICE | | | 0020 636-14 60.000 HR | 30.00000 1800.00| | FLAGGER | | | SECTION TOTALS | $ 25,561.98| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 25,561.98| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 9726725 COUNTIES : LEWIS LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : GUARDRAIL INSTALLATION CR1, CR19/26 AND CR19/44 PROJECT(S) : S321-0GDR/L0-097.00 00 0STP 0097 078 EQ0 LOCATION: VARIOUS LOCATIONS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 27,513.69 100.0000% 2 31-1148628 PDK CONSTRUCTION, INC. $ 29,910.39 108.7109% 3 55-0753937 M & M GUARDRAILS, LIMITED LIABILITY COMPANY $ 32,358.94 117.6103% 4 25-1000923 PENN LINE SERVICE, INC. $ 33,743.74 122.6434% 5 55-0609442 MEC CONSTRUCTION, INC. $ 38,855.31 141.2217% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9726725 COUNTIES : LEWIS LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |(1) 25-1271209 |(2) 31-1148628 |(3) 55-0753937 |GREEN ACRES CONTRACTING COMP|PDK CONSTRUCTION, INC. |M & M GUARDRAILS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL INSTALL | | | 0005 607-011 468.630 M | 27.26000 12774.85| 31.35000 14691.55| 35.15000 16472.34 TYPE 1 GUARDRAIL, CLASS I | | | 0010 607-013 502.920 M | 23.30000 11718.04| 23.30000 11718.04| 17.67000 8886.60 TYPE 1 GUARDRAIL CLASS III | | | 0015 607-28 4.000 EA | 750.00000 3000.00| 800.00000 3200.00| 1100.00000 4400.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0020 636-11 2000.000 UN | 0.01000 20.00| 0.15000 300.00| 0.10000 200.00 TRAFFIC CONTROL DEVICE | | | 0025 636-14 80.000 HR | 0.01000 0.80| 0.01000 0.80| 30.00000 2400.00 FLAGGER | | | SECTION TOTALS | $ 27,513.69| $ 29,910.39| $ 32,358.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,513.69| $ 29,910.39| $ 32,358.94 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9726725 COUNTIES : LEWIS LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |(4) 25-1000923 |(5) 55-0609442 | |PENN LINE SERVICE, INC. |MEC CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL INSTALL | | | 0005 607-011 468.630 M | 35.50000 16636.36| 33.00000 15464.79| TYPE 1 GUARDRAIL, CLASS I | | | 0010 607-013 502.920 M | 26.50000 13327.38| 31.00000 15590.52| TYPE 1 GUARDRAIL CLASS III | | | 0015 607-28 4.000 EA | 875.00000 3500.00| 1000.00000 4000.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0020 636-11 2000.000 UN | 0.10000 200.00| 0.50000 1000.00| TRAFFIC CONTROL DEVICE | | | 0025 636-14 80.000 HR | 1.00000 80.00| 35.00000 2800.00| FLAGGER | | | SECTION TOTALS | $ 33,743.74| $ 38,855.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,743.74| $ 38,855.31| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 9717602 COUNTIES : LOGAN LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : RUM CREEK ROAD PROJECT(S) : E323-0014/00-H00.14 00 00ER 0397 027 E00 LOCATION: 0.5 MI E CR 119/2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 152,067.00 100.0000% 2 55-0750646 BANAM, INC. $ 168,800.00 111.0037% 3 31-4444098 ALAN STONE CO., INC. $ 203,461.83 133.7974% 34-1632350 B.B.R. DRILLING COMPANY, PAUL C. BALCAR, DBA IRREGULAR 55-0417282 TURMAN CONSTRUCTION CO. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 9717602 COUNTIES : LOGAN LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0750646 |(3) 31-4444098 |BILCO CONSTRUCTION COMPANY, |BANAM, INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 204-01 LUMP| 18000.00000 18000.00| 23000.00000 23000.00| 25000.00000 25000.00 MOBILIZATION | | | 0010 408-02 100.000 L | 2.50000 250.00| 3.00000 300.00| 2.50000 250.00 BITUMINOUS MATERIAL | | | 0015 614-4 106.000 M2 | 66.00000 6996.00| 100.00000 10600.00| 107.65000 11410.90 TIMBER LAGGING | | | 0020 636-11 1480.000 UN | 0.50000 740.00| 2.00000 2960.00| 1.30000 1924.00 TRAFFIC CONTROL DEVICE | | | 0025 636-14 260.000 HR | 0.10000 26.00| 34.00000 8840.00| 33.00000 8580.00 FLAGGER | | | 0030 639-01 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKES | | | 0035 614-1W310097 AA1 437.000 M | 215.00000 93955.00| 200.00000 87400.00| 274.89000 120126.93 STEEL PILES, W 310X97 | | | 0040 614-1W360091 AA2 437.000 M | | | STEEL PILES, W 360X91 | | | 0045 401-1(2)SG BB1 50.000 MGR | 165.00000 8250.00| 170.00000 8500.00| 166.00000 8300.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0050 401-1(2)S BB2 46.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0055 308-01SG CC1 25.000 MGR | 30.00000 750.00| 30.00000 750.00| 30.00000 750.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0060 308-01S CC2 23.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0065 308-07SG DD1 670.000 MGR | 30.00000 20100.00| 35.00000 23450.00| 36.00000 24120.00 CLASS 7 AGGREGATE STONE OR GRAVEL | | | 0070 308-07S DD2 600.000 MGR | | | CLASS 7 AGGREGATE, SLAG | | | SECTION TOTALS | $ 152,067.00| $ 168,800.00| $ 203,461.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 152,067.00| $ 168,800.00| $ 203,461.83 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 9726724 COUNTIES : UPSHUR LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : GUARDRAIL INSTALLATION CR 11 PROJECT(S) : S349-0011/00-016.42 00 0STP 0011 098 EQ0 LOCATION: 0.55 MI W CR RTE 11/15-0.1 M W CO RTE 11/16 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 13,865.78 100.0000% 2 31-1148628 PDK CONSTRUCTION, INC. $ 15,260.58 110.0592% 3 55-0753937 M & M GUARDRAILS, LIMITED LIABILITY COMPANY $ 16,879.24 121.7330% 4 25-1000923 PENN LINE SERVICE, INC. $ 22,548.13 162.6171% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9726724 COUNTIES : UPSHUR LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |(1) 25-1271209 |(2) 31-1148628 |(3) 55-0753937 |GREEN ACRES CONTRACTING COMP|PDK CONSTRUCTION, INC. |M & M GUARDRAILS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL INSTALL CO 11 | | | 0005 607-013 621.030 M | 22.31000 13855.18| 24.25000 15059.98| 24.12000 14979.24 TYPE 1 GUARDRAIL CLASS III | | | 0010 636-11 1000.000 UN | 0.01000 10.00| 0.20000 200.00| 0.10000 100.00 TRAFFIC CONTROL DEVICE | | | 0015 636-14 60.000 HR | 0.01000 0.60| 0.01000 0.60| 30.00000 1800.00 FLAGGER | | | SECTION TOTALS | $ 13,865.78| $ 15,260.58| $ 16,879.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,865.78| $ 15,260.58| $ 16,879.24 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9726724 COUNTIES : UPSHUR LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |(4) 25-1000923 | | |PENN LINE SERVICE, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL INSTALL CO 11 | | | 0005 607-013 621.030 M | 36.05000 22388.13| | TYPE 1 GUARDRAIL CLASS III | | | 0010 636-11 1000.000 UN | 0.10000 100.00| | TRAFFIC CONTROL DEVICE | | | 0015 636-14 60.000 HR | 1.00000 60.00| | FLAGGER | | | SECTION TOTALS | $ 22,548.13| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 22,548.13| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 9726729 COUNTIES : WEBSTER LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WV 20 AND WV 15 GUARDRAIL INSTALLATION PROJECT(S) : S351-0GRD/L0-097.00 00 0STP 0097 079 EQ0 LOCATION: VARIOUS LOCATIONS WEBSTER COUNTY 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 36,300.97 100.0000% 2 31-1148628 PDK CONSTRUCTION, INC. $ 40,227.17 110.8156% 3 25-1000923 PENN LINE SERVICE, INC. $ 45,897.12 126.4349% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 9726729 COUNTIES : WEBSTER LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |(1) 25-1271209 |(2) 31-1148628 |(3) 25-1000923 |GREEN ACRES CONTRACTING COMP|PDK CONSTRUCTION, INC. |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL-VARIOUS LOCATIONS | | | 0005 607-011 853.440 M | 28.45000 24280.37| 29.70000 25347.17| 35.50000 30297.12 TYPE 1 GUARDRAIL, CLASS I | | | 0010 607-28 16.000 EA | 750.00000 12000.00| 800.00000 12800.00| 850.00000 13600.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0015 636-11 2000.000 UN | 0.01000 20.00| 0.20000 400.00| 0.10000 200.00 TRAFFIC CONTROL DEVICE | | | 0020 636-14 60.000 HR | 0.01000 0.60| 28.00000 1680.00| 30.00000 1800.00 FLAGGER | | | SECTION TOTALS | $ 36,300.97| $ 40,227.17| $ 45,897.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 36,300.97| $ 40,227.17| $ 45,897.12 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 9607308R2 COUNTIES : RANDOLPH LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : GLENMORE INTERSECTION +1 PROJECT(S) : U342-0005/07-000.00 00 LOCATION: I/S 5/7 & CR 25 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0705218 NELSON EXCAVATING, INC. $ 685,899.71 100.0000% 2 55-0739010 GREEN RIVER GROUP LIMITED LIABILITY COMPANY $ 746,492.25 108.8340% 3 55-0328627 J. F. ALLEN COMPANY $ 799,999.00 116.6349% 4 55-0461872 FAIRFAX TRUCKING COMPANY & SUBSIDIARIES $ 826,167.30 120.4501% 5 55-0598025 MINERAL FABRICATION AND MACHINE COMPANY, INC. $ 932,177.25 135.9057% 6 55-0575884 GROUND BREAKERS, INC. $ 998,034.00 145.5072% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 9607308R2 COUNTIES : RANDOLPH LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0705218 |(2) 55-0739010 |(3) 55-0328627 |NELSON EXCAVATING, INC. |GREEN RIVER GROUP LIMITED LI|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 15000.00000 15000.00| 40000.00000 40000.00| 64093.63000 64093.63 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 8000.00000 8000.00| 10000.00000 10000.00| 1.00000 1.00 BUILDING DEMOLITION 202-01(1) | | | 0015 202-01 1.000 LS | 3500.00000 3500.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION 202-01(2) | | | 0020 202-01 1.000 LS | 6500.00000 6500.00| 20000.00000 20000.00| 1.00000 1.00 BUILDING DEMOLITION 202-01(3) | | | 0025 204-01 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 28000.00000 28000.00 MOBILIZATION | | | 0030 207-01 25263.000 M3 | 9.50000 239998.50| 7.75000 195788.25| 9.46000 238987.98 UNCLASSIFIED EXCAVATION | | | 0035 207-02 410.000 M3 | 24.50000 10045.00| 40.00000 16400.00| 45.00000 18450.00 SUBGRADE | | | 0040 207-34 4223.000 M2 | 4.50000 19003.50| 1.50000 6334.50| 1.50000 6334.50 FABRIC FOR SEPARATION | | | 0045 307-01 579.000 M3 | 26.50000 15343.50| 40.00000 23160.00| 45.00000 26055.00 CLASS I AGGREGATE BASE COURSE | | | 0050 308-01 292.000 MGR | 15.25000 4453.00| 20.00000 5840.00| 20.00000 5840.00 CLASS 1 AGGREGATE BASE COURSE | | | 0055 311-06 306.000 M3 | 32.50000 9945.00| 80.00000 24480.00| 0.01000 3.06 OPEN GRADED FREE DRAINING BASE | | | 0060 408-02 265.000 L | 3.75000 993.75| 1.00000 265.00| 0.60000 159.00 BITUMINOUS MATERIAL | | | 0065 409-02 2632.000 L | 3.25000 8554.00| 1.00000 2632.00| 0.60000 1579.20 BITUMINOUS MATERIAL PRIME | | | 0070 601-02 4.920 M3 | 325.00000 1599.00| 850.00000 4182.00| 1308.00000 6435.36 CLASS B CONCRETE | | | 0075 604-040450A2 111.000 M | 42.50000 4717.50| 150.00000 16650.00| 131.00000 14541.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0080 604-040600A2 8.500 M | 55.00000 467.50| 180.00000 1530.00| 143.00000 1215.50 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 600MM, A2 | | | 0085 604-041000A2 20.000 M | 130.00000 2600.00| 210.00000 4200.00| 209.00000 4180.00 FULL BITUMINOUS COATED/PVD CORRUGATED | | | PIPE, 1000MM, A3 | | | 0090 604-100450A2 7.000 M | 170.00000 1190.00| 230.00000 1610.00| 132.00000 924.00 METALLIC COATED CORRUGATED STEEL PIPE | | | ARCH, 525X375MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 9607308R2 COUNTIES : RANDOLPH LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0705218 |(2) 55-0739010 |(3) 55-0328627 |NELSON EXCAVATING, INC. |GREEN RIVER GROUP LIMITED LI|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 604-720450 2.000 EA | 500.00000 1000.00| 350.00000 700.00| 400.00000 800.00 SAFETY SLOPE END SECTION, CSP | | | 0100 605-04 1.000 EA | 850.00000 850.00| 2500.00000 2500.00| 3000.00000 3000.00 TYPE B INLET | | | 0105 605-09 4.000 EA | 1200.00000 4800.00| 1750.00000 7000.00| 2000.00000 8000.00 TYPE G INLET | | | 0110 606-29 372.000 M | 33.50000 12462.00| 25.00000 9300.00| 30.00000 11160.00 FREE DRAINING BASE (FDB) TRENCH | | | 0115 606-30 76.000 M | 16.00000 1216.00| 30.00000 2280.00| 50.00000 3800.00 OUTLET PIPE | | | 0120 607-012 141.000 M | 61.00000 8601.00| 65.00000 9165.00| 70.00000 9870.00 TYPE 1 GUARDRAIL CLASS II | | | 0125 609-01 35.000 M2 | 75.00000 2625.00| 75.00000 2625.00| 95.00000 3325.00 CONCRETE SIDEWALK | | | 0130 633-01 27.000 M2 | 85.00000 2295.00| 85.00000 2295.00| 95.00000 2565.00 CONCRETE GUTTER | | | 0135 636-05 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 20266.58000 20266.58 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0140 636-09 678.000 M | 3.50000 2373.00| 4.00000 2712.00| 3.80000 2576.40 TEMP PVMT MARKING-TAPE | | | 0145 636-11 11015.000 UN | 1.50000 16522.50| 1.00000 11015.00| 1.50000 16522.50 TRAFFIC CONTROL DEVICE | | | 0150 636-12 1.000 EA | 50.00000 50.00| 300.00000 300.00| 250.00000 250.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0155 636-13 50.000 EA | 10.00000 500.00| 2.50000 125.00| 5.00000 250.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0160 636-14 300.000 HR | 32.50000 9750.00| 32.50000 9750.00| 55.00000 16500.00 FLAGGER | | | 0165 636-25A 1960.000 DA | 0.75000 1470.00| 0.75000 1470.00| 0.60000 1176.00 WARNING LIGHTS TYPE A | | | 0170 636-25B 1400.000 DA | 2.00000 2800.00| 2.00000 2800.00| 1.95000 2730.00 WARNING LIGHTS TYPE B | | | 0175 637-01 213.000 M3 | 3.25000 692.25| 2.50000 532.50| 0.01000 2.13 WATER FOR DUST PALLIATIVE | | | 0180 638-02 14.000 EA | 50.00000 700.00| 100.00000 1400.00| 100.00000 1400.00 RIGHT OF WAY MARKERS | | | 0185 639-01 LUMP| 8000.00000 8000.00| 7500.00000 7500.00| 13000.00000 13000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 9607308R2 COUNTIES : RANDOLPH LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0705218 |(2) 55-0739010 |(3) 55-0328627 |NELSON EXCAVATING, INC. |GREEN RIVER GROUP LIMITED LI|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 640-02 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 6000.00000 6000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0195 640-03 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 1000.00000 1000.00 BUILDING EQUIPMENT | | | 0200 642-14 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0205 655-01 85.000 M2 | 7.50000 637.50| 3.00000 255.00| 4.20000 357.00 MATTING | | | 0210 655-02A 353.000 M2 | 6.50000 2294.50| 6.00000 2118.00| 10.50000 3706.50 PERMANENT EROSION MATTING, TYPE A | | | 0215 675-18 2.000 EA | 800.00000 1600.00| 750.00000 1500.00| 1000.00000 2000.00 ADJUSTING MANHOLE | | | 0220 681-01 LUMP| 4800.00000 4800.00| 5000.00000 5000.00| 3700.00000 3700.00 ASBESTOS ABATEMENT 01 | | | 0225 681-01 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 10000.00000 10000.00 ASBESTOS ABATEMENT 03 | | | 0230 401-1(1)SG AA1 916.000 MGR | 43.00000 39388.00| 37.00000 33892.00| 34.00000 31144.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0235 401-1(1)S AA2 829.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0240 401-2(1)SG BB1 48.000 MGR | 80.00000 3840.00| 60.00000 2880.00| 99.00000 4752.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0245 401-2(1)S BB2 44.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0250 402-01SG CC1 204.000 MGR | 80.00000 16320.00| 55.00000 11220.00| 40.00000 8160.00 HMA SKID PAVEMENT, STONE/GRAVEL | | | 0255 402-01S CC2 186.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 556,997.00| $ 567,406.25| $ 605,814.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0260 639-01 LUMP| 4000.00000 4000.00| 1500.00000 1500.00| 1200.00000 1200.00 CONSTRUCTION LAYOUT STAKES | | | 0265 670-04200555 27.500 M | 130.00000 3575.00| 200.00000 5500.00| 280.00000 7700.00 DUCTILE IRON PIPE, TYPE V, CLASS 55, | | | 200MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 9607308R2 COUNTIES : RANDOLPH LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0705218 |(2) 55-0739010 |(3) 55-0328627 |NELSON EXCAVATING, INC. |GREEN RIVER GROUP LIMITED LI|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 670-07025200 5.500 M | 32.50000 178.75| 50.00000 275.00| 75.00000 412.50 PLASTIC PIPE CLASS 200, 25MM | | | 0275 670-07200200 278.500 M | 42.50000 11836.25| 60.00000 16710.00| 100.00000 27850.00 PLASTIC PIPE CLASS 200, 200MM | | | 0280 670-09200 3.000 EA | 650.00000 1950.00| 1000.00000 3000.00| 1025.00000 3075.00 GATE VALVE AND VALVE BOX, 200MM | | | 0285 670-16 2.000 EA | 150.00000 300.00| 250.00000 500.00| 155.00000 310.00 RELOCATE METER | | | 0290 670-18 2.000 EA | 325.00000 650.00| 350.00000 700.00| 370.00000 740.00 RELOCATE METER BOX | | | SECTION TOTALS | $ 22,490.00| $ 28,185.00| $ 41,287.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE | | | 0295 203-01 LUMP| 5000.00000 5000.00| 12500.00000 12500.00| 9765.00000 9765.00 DISMANTLING STRUCTURES | | | 0300 211-02 18.000 M3 | 31.33000 563.94| 40.00000 720.00| 42.37000 762.66 ROCK BORROW EXCAVATION | | | 0305 212-05 22.000 M3 | 38.25000 841.50| 75.00000 1650.00| 70.61000 1553.42 SELECT MATERIAL FOR BACKFILLING | | | 0310 601-03 7.000 M3 | 450.00000 3150.00| 700.00000 4900.00| 865.73000 6060.11 CLASS K CONCRETE | | | 0315 602-02 603.000 KG | 5.50000 3316.50| 2.00000 1206.00| 2.26000 1362.78 EPOXY COATED REINFORCING BARS | | | 0320 603-27 11.000 M | 5371.90000 59090.90| 7500.00000 82500.00| 8116.92000 89286.12 PRECAST REINFORCED CONCRETE THREE-SIDED | | | STRUCTURE | | | 0325 603-28 40.000 M2 | 336.25000 13450.00| 475.00000 19000.00| 375.27000 15010.80 PRECAST REINFORCED CONCRETE WINGWALLS | | | 0330 603-29 35.000 M2 | 385.71000 13499.85| 475.00000 16625.00| 461.53000 16153.55 PRECAST REINFORCED CONCRETE HEADWALLS | | | 0335 617-03 17.000 M | 147.06000 2500.02| 400.00000 6800.00| 450.66000 7661.22 ALUMINUM RAILING | | | 0340 639-01 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5281.50000 5281.50 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 106,412.71| $ 150,901.00| $ 152,897.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 685,899.71| $ 746,492.25| $ 799,999.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 022 -6 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 9607308R2 COUNTIES : RANDOLPH LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0461872 |(5) 55-0598025 |(6) 55-0575884 |FAIRFAX TRUCKING COMPANY & S|MINERAL FABRICATION & MACHIN|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 50000.00000 50000.00| 22250.00000 22250.00| 26000.00000 26000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 11000.00000 11000.00| 21200.00000 21200.00| 8000.00000 8000.00 BUILDING DEMOLITION 202-01(1) | | | 0015 202-01 1.000 LS | 2000.00000 2000.00| 4900.00000 4900.00| 2500.00000 2500.00 BUILDING DEMOLITION 202-01(2) | | | 0020 202-01 1.000 LS | 11000.00000 11000.00| 14800.00000 14800.00| 5500.00000 5500.00 BUILDING DEMOLITION 202-01(3) | | | 0025 204-01 LUMP| 21000.00000 21000.00| 30000.00000 30000.00| 37000.00000 37000.00 MOBILIZATION | | | 0030 207-01 25263.000 M3 | 7.60000 191998.80| 9.00000 227367.00| 13.00000 328419.00 UNCLASSIFIED EXCAVATION | | | 0035 207-02 410.000 M3 | 55.00000 22550.00| 45.00000 18450.00| 30.00000 12300.00 SUBGRADE | | | 0040 207-34 4223.000 M2 | 2.00000 8446.00| 1.75000 7390.25| 2.00000 8446.00 FABRIC FOR SEPARATION | | | 0045 307-01 579.000 M3 | 37.00000 21423.00| 45.00000 26055.00| 31.00000 17949.00 CLASS I AGGREGATE BASE COURSE | | | 0050 308-01 292.000 MGR | 16.00000 4672.00| 30.00000 8760.00| 18.00000 5256.00 CLASS 1 AGGREGATE BASE COURSE | | | 0055 311-06 306.000 M3 | 47.00000 14382.00| 65.00000 19890.00| 55.00000 16830.00 OPEN GRADED FREE DRAINING BASE | | | 0060 408-02 265.000 L | 2.60000 689.00| 1.00000 265.00| 4.00000 1060.00 BITUMINOUS MATERIAL | | | 0065 409-02 2632.000 L | 2.60000 6843.20| 1.00000 2632.00| 3.75000 9870.00 BITUMINOUS MATERIAL PRIME | | | 0070 601-02 4.920 M3 | 1265.00000 6223.80| 900.00000 4428.00| 2000.00000 9840.00 CLASS B CONCRETE | | | 0075 604-040450A2 111.000 M | 170.00000 18870.00| 225.00000 24975.00| 120.00000 13320.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0080 604-040600A2 8.500 M | 193.00000 1640.50| 275.00000 2337.50| 200.00000 1700.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 600MM, A2 | | | 0085 604-041000A2 20.000 M | 345.00000 6900.00| 350.00000 7000.00| 300.00000 6000.00 FULL BITUMINOUS COATED/PVD CORRUGATED | | | PIPE, 1000MM, A3 | | | 0090 604-100450A2 7.000 M | 130.00000 910.00| 300.00000 2100.00| 250.00000 1750.00 METALLIC COATED CORRUGATED STEEL PIPE | | | ARCH, 525X375MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 022 -7 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 9607308R2 COUNTIES : RANDOLPH LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0461872 |(5) 55-0598025 |(6) 55-0575884 |FAIRFAX TRUCKING COMPANY & S|MINERAL FABRICATION & MACHIN|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 604-720450 2.000 EA | 1500.00000 3000.00| 500.00000 1000.00| 600.00000 1200.00 SAFETY SLOPE END SECTION, CSP | | | 0100 605-04 1.000 EA | 2000.00000 2000.00| 2500.00000 2500.00| 2000.00000 2000.00 TYPE B INLET | | | 0105 605-09 4.000 EA | 2000.00000 8000.00| 2200.00000 8800.00| 1800.00000 7200.00 TYPE G INLET | | | 0110 606-29 372.000 M | 48.00000 17856.00| 30.00000 11160.00| 38.00000 14136.00 FREE DRAINING BASE (FDB) TRENCH | | | 0115 606-30 76.000 M | 107.00000 8132.00| 45.00000 3420.00| 60.00000 4560.00 OUTLET PIPE | | | 0120 607-012 141.000 M | 63.00000 8883.00| 55.00000 7755.00| 82.00000 11562.00 TYPE 1 GUARDRAIL CLASS II | | | 0125 609-01 35.000 M2 | 37.00000 1295.00| 75.00000 2625.00| 100.00000 3500.00 CONCRETE SIDEWALK | | | 0130 633-01 27.000 M2 | 211.00000 5697.00| 165.00000 4455.00| 120.00000 3240.00 CONCRETE GUTTER | | | 0135 636-05 LUMP| 23200.00000 23200.00| 30000.00000 30000.00| 30000.00000 30000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0140 636-09 678.000 M | 4.50000 3051.00| 4.75000 3220.50| 5.00000 3390.00 TEMP PVMT MARKING-TAPE | | | 0145 636-11 11015.000 UN | 1.20000 13218.00| 1.50000 16522.50| 1.20000 13218.00 TRAFFIC CONTROL DEVICE | | | 0150 636-12 1.000 EA | 316.00000 316.00| 200.00000 200.00| 300.00000 300.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0155 636-13 50.000 EA | 3.16000 158.00| 4.00000 200.00| 20.00000 1000.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0160 636-14 300.000 HR | 40.00000 12000.00| 44.00000 13200.00| 34.00000 10200.00 FLAGGER | | | 0165 636-25A 1960.000 DA | 0.60000 1176.00| 0.75000 1470.00| 0.75000 1470.00 WARNING LIGHTS TYPE A | | | 0170 636-25B 1400.000 DA | 2.06000 2884.00| 2.00000 2800.00| 2.00000 2800.00 WARNING LIGHTS TYPE B | | | 0175 637-01 213.000 M3 | 19.00000 4047.00| 36.00000 7668.00| 25.00000 5325.00 WATER FOR DUST PALLIATIVE | | | 0180 638-02 14.000 EA | 114.00000 1596.00| 75.00000 1050.00| 100.00000 1400.00 RIGHT OF WAY MARKERS | | | 0185 639-01 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 022 -8 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 9607308R2 COUNTIES : RANDOLPH LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0461872 |(5) 55-0598025 |(6) 55-0575884 |FAIRFAX TRUCKING COMPANY & S|MINERAL FABRICATION & MACHIN|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 640-02 LUMP| 12000.00000 12000.00| 9000.00000 9000.00| 5000.00000 5000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0195 640-03 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0200 642-14 LUMP| 526.00000 526.00| 5000.00000 5000.00| 5000.00000 5000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0205 655-01 85.000 M2 | 4.25000 361.25| 3.00000 255.00| 6.00000 510.00 MATTING | | | 0210 655-02A 353.000 M2 | 10.50000 3706.50| 6.00000 2118.00| 12.00000 4236.00 PERMANENT EROSION MATTING, TYPE A | | | 0215 675-18 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 ADJUSTING MANHOLE | | | 0220 681-01 LUMP| 3700.00000 3700.00| 8000.00000 8000.00| 4000.00000 4000.00 ASBESTOS ABATEMENT 01 | | | 0225 681-01 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 10500.00000 10500.00 ASBESTOS ABATEMENT 03 | | | 0230 401-1(1)SG AA1 916.000 MGR | 41.00000 37556.00| 80.00000 73280.00| 48.00000 43968.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0235 401-1(1)S AA2 829.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0240 401-2(1)SG BB1 48.000 MGR | 53.00000 2544.00| 120.00000 5760.00| 90.00000 4320.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0245 401-2(1)S BB2 44.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0250 402-01SG CC1 204.000 MGR | 53.00000 10812.00| 140.00000 28560.00| 90.00000 18360.00 HMA SKID PAVEMENT, STONE/GRAVEL | | | 0255 402-01S CC2 186.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 619,263.05| $ 719,318.75| $ 749,135.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0260 639-01 LUMP| 1600.00000 1600.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0265 670-04200555 27.500 M | 450.00000 12375.00| 280.00000 7700.00| 200.00000 5500.00 DUCTILE IRON PIPE, TYPE V, CLASS 55, | | | 200MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 022 -9 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 9607308R2 COUNTIES : RANDOLPH LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0461872 |(5) 55-0598025 |(6) 55-0575884 |FAIRFAX TRUCKING COMPANY & S|MINERAL FABRICATION & MACHIN|GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 670-07025200 5.500 M | 225.00000 1237.50| 75.00000 412.50| 100.00000 550.00 PLASTIC PIPE CLASS 200, 25MM | | | 0275 670-07200200 278.500 M | 100.00000 27850.00| 100.00000 27850.00| 82.00000 22837.00 PLASTIC PIPE CLASS 200, 200MM | | | 0280 670-09200 3.000 EA | 1000.00000 3000.00| 1000.00000 3000.00| 1400.00000 4200.00 GATE VALVE AND VALVE BOX, 200MM | | | 0285 670-16 2.000 EA | 1250.00000 2500.00| 400.00000 800.00| 400.00000 800.00 RELOCATE METER | | | 0290 670-18 2.000 EA | 300.00000 600.00| 900.00000 1800.00| 800.00000 1600.00 RELOCATE METER BOX | | | SECTION TOTALS | $ 49,162.50| $ 44,062.50| $ 40,487.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE | | | 0295 203-01 LUMP| 10500.00000 10500.00| 16900.00000 16900.00| 12000.00000 12000.00 DISMANTLING STRUCTURES | | | 0300 211-02 18.000 M3 | 53.00000 954.00| 60.00000 1080.00| 70.00000 1260.00 ROCK BORROW EXCAVATION | | | 0305 212-05 22.000 M3 | 158.00000 3476.00| 80.00000 1760.00| 120.00000 2640.00 SELECT MATERIAL FOR BACKFILLING | | | 0310 601-03 7.000 M3 | 950.00000 6650.00| 1000.00000 7000.00| 2400.00000 16800.00 CLASS K CONCRETE | | | 0315 602-02 603.000 KG | 4.25000 2562.75| 2.00000 1206.00| 4.00000 2412.00 EPOXY COATED REINFORCING BARS | | | 0320 603-27 11.000 M | 8500.00000 93500.00| 8150.00000 89650.00| 9500.00000 104500.00 PRECAST REINFORCED CONCRETE THREE-SIDED | | | STRUCTURE | | | 0325 603-28 40.000 M2 | 370.00000 14800.00| 435.00000 17400.00| 600.00000 24000.00 PRECAST REINFORCED CONCRETE WINGWALLS | | | 0330 603-29 35.000 M2 | 475.00000 16625.00| 580.00000 20300.00| 800.00000 28000.00 PRECAST REINFORCED CONCRETE HEADWALLS | | | 0335 617-03 17.000 M | 422.00000 7174.00| 500.00000 8500.00| 400.00000 6800.00 ALUMINUM RAILING | | | 0340 639-01 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 157,741.75| $ 168,796.00| $ 208,412.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 826,167.30| $ 932,177.25| $ 998,034.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 9734523 COUNTIES : KANAWHA LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : DUDLEY FARMS PROJECT(S) : U320-0119/00-012.48 00 LOCATION: SOUTHRIDGE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 54-0458233 DAVIS H. ELLIOT COMPANY, INC. $ 233,180.50 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 256,070.25 109.8163% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 261,226.20 112.0274% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 9734523 COUNTIES : KANAWHA LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 54-0458233 |(2) 55-0343932 |(3) 55-0646159 |DAVIS H. ELLIOT COMPANY, INC|BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL SYSTEM | | | 0005 204-01 LUMP| 6500.00000 6500.00| 4500.00000 4500.00| 16500.00000 16500.00 MOBILIZATION | | | 0010 636-11 12900.000 UN | 0.10000 1290.00| 0.01000 129.00| 0.01000 129.00 TRAFFIC CONTROL DEVICES | | | 0015 636-14 220.000 HR | 1.00000 220.00| 0.10000 22.00| 0.01000 2.20 FLAGGER | | | 0020 636-21 16.000 DA | 30.00000 480.00| 25.00000 400.00| 20.00000 320.00 ELECTRIC ARROW | | | 0025 660-01 LUMP| 9000.00000 9000.00| 8585.00000 8585.00| 7500.00000 7500.00 SIGNAL CONTROLLERS 01 | | | 0030 660-01 LUMP| 11000.00000 11000.00| 10950.00000 10950.00| 10000.00000 10000.00 SIGNAL CONTROLLERS 02 | | | 0035 660-01 LUMP| 9200.00000 9200.00| 9175.00000 9175.00| 8000.00000 8000.00 SIGNAL CONTROLLERS 03 | | | 0040 660-02(LPS-C) 24.000 EA | 125.00000 3000.00| 135.00000 3240.00| 125.00000 3000.00 TRAFFIC DETECTORS | | | 0045 660-03(V-12) 66.000 EA | 310.00000 20460.00| 345.50000 22803.00| 325.00000 21450.00 SIGNAL SECTIONS | | | 0050 660-04(C1) 3.000 EA | 4200.00000 12600.00| 6910.00000 20730.00| 7500.00000 22500.00 SIGNAL SUPPORTS | | | 0055 660-04(C1L) 5.000 EA | 4800.00000 24000.00| 7690.00000 38450.00| 8000.00000 40000.00 SIGNAL SUPPORTS | | | 0060 660-05(H) 26.000 EA | 900.00000 23400.00| 1050.00000 27300.00| 750.00000 19500.00 JUNCTION BOXES, TYPE H | | | 0065 660-06(1) LUMP| 4500.00000 4500.00| 1500.00000 1500.00| 100.00000 100.00 SIGNAL INTERCONNECT | | | 0070 660-07 LUMP| 27003.00000 27003.00| 30520.00000 30520.00| 37500.00000 37500.00 MISCELLANEOUS SIGNAL 01 | | | 0075 660-07 LUMP| 25003.00000 25003.00| 32750.00000 32750.00| 35000.00000 35000.00 MISCELLANEOUS SIGNAL 02 | | | 0080 660-07 LUMP| 8535.00000 8535.00| 7150.00000 7150.00| 10000.00000 10000.00 MISCELLANEOUS SIGNAL 03 | | | 0085 660-16 1.000 EA | 5100.00000 5100.00| 4275.00000 4275.00| 3500.00000 3500.00 AREA MASTER CONTROLLER | | | 0090 660-17 LUMP| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 INTERSECTION PHONE SYSTEM | | | 0095 660-19 LUMP| 4000.00000 4000.00| 3550.00000 3550.00| 1000.00000 1000.00 DOCUMENTATION AND TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 9734523 COUNTIES : KANAWHA LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 54-0458233 |(2) 55-0343932 |(3) 55-0646159 |DAVIS H. ELLIOT COMPANY, INC|BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 660-60C LUMP| 7500.00000 7500.00| 7725.00000 7725.00| 1500.00000 1500.00 MISCELLANEOUS RADIO INSTALLATION | | | 0105 660-60R 3.000 EA | 5100.00000 15300.00| 4290.00000 12870.00| 5000.00000 15000.00 SPREAD SPECTRUM RADIO TRANSCEIVER | | | 0110 662-07(250)W 5.000 EA | 800.00000 4000.00| 375.00000 1875.00| 325.00000 1625.00 LUMINAIRES | | | 0115 662-14 LUMP| 3500.00000 3500.00| 50.00000 50.00| 2000.00000 2000.00 INCIDENTAL ELECTRICAL WORK | | | 0120 663-04(V) 70.000 LF | 6.10000 427.00| 6.50000 455.00| 5.00000 350.00 TYPE V CHANNELIZING LINES (8") | | | 0125 663-05(V) 425.000 LF | 14.50000 6162.50| 15.45000 6566.25| 10.00000 4250.00 TYPE V, STOP LINES (24") | | | SECTION TOTALS | $ 233,180.50| $ 256,070.25| $ 261,226.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 233,180.50| $ 256,070.25| $ 261,226.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 9734619 COUNTIES : KANAWHA LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : NITRO MARKET PLACE AT LAKEVIEW DRIVE PROJECT(S) : U320-0622/29-000.50 00 LOCATION: NITRO (CROSS LANES) 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0715431 STEALTH, LTD. $ 54,700.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 57,060.50 104.3153% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 58,492.80 106.9338% 4 54-0458233 DAVIS H. ELLIOT COMPANY, INC. $ 60,420.00 110.4570% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 9734619 COUNTIES : KANAWHA LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0715431 |(2) 55-0343932 |(3) 55-0646159 |STEALTH, LTD. |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204-01 LUMP| 1.00000 1.00| 750.00000 750.00| 3000.00000 3000.00 MOBILIZATION | | | 0010 636-11 4200.000 UN | 0.01000 42.00| 0.01000 42.00| 0.01000 42.00 TRAFFIC CONTROL DEVICE | | | 0015 636-14 80.000 HR | 0.01000 0.80| 0.10000 8.00| 0.01000 0.80 FLAGGER | | | 0020 636-21 4.000 DA | 0.01000 0.04| 25.00000 100.00| 25.00000 100.00 ELECTRIC ARROW | | | 0025 660-01 LUMP| 9560.00000 9560.00| 8550.00000 8550.00| 7500.00000 7500.00 SIGNAL CONTROLLERS 01 | | | 0030 660-02LPSC 6.000 EA | 135.00000 810.00| 125.00000 750.00| 250.00000 1500.00 TRAFFIC DETECTORS | | | 0035 660-03V305 27.000 EA | 185.00000 4995.00| 157.50000 4252.50| 150.00000 4050.00 SIGNAL SECTIONS | | | 0040 660-04C1A 4.000 EA | 4120.00000 16480.00| 4150.00000 16600.00| 3500.00000 14000.00 SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0045 660-05H 6.000 EA | 730.00000 4380.00| 1250.00000 7500.00| 1000.00000 6000.00 JUNCTION BOXES TYPE H | | | 0050 660-07 LUMP| 14237.16000 14237.16| 14440.00000 14440.00| 19500.00000 19500.00 MISCELLANEOUS SIGNAL 01 | | | 0055 662-07250W 2.000 EA | 350.00000 700.00| 750.00000 1500.00| 325.00000 650.00 LUMINAIRES (250W.) | | | 0060 662-14 LUMP| 1200.00000 1200.00| 100.00000 100.00| 250.00000 250.00 INCIDENTAL ELECTRICAL WORK | | | 0065 663-045 20.000 M | 20.90000 418.00| 22.50000 450.00| 20.00000 400.00 TYPE V CHANNELIZING LINES (205MM) | | | 0070 663-055 40.000 M | 46.90000 1876.00| 50.45000 2018.00| 37.50000 1500.00 TYPE V STOP LINES (610MM) | | | SECTION TOTALS | $ 54,700.00| $ 57,060.50| $ 58,492.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 54,700.00| $ 57,060.50| $ 58,492.80 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/20/98 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 9734619 COUNTIES : KANAWHA LETTING DATE : 01/21/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 54-0458233 | | |DAVIS H. ELLIOT COMPANY, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204-01 LUMP| 4500.00000 4500.00| | MOBILIZATION | | | 0010 636-11 4200.000 UN | 0.10000 420.00| | TRAFFIC CONTROL DEVICE | | | 0015 636-14 80.000 HR | 1.00000 80.00| | FLAGGER | | | 0020 636-21 4.000 DA | 30.00000 120.00| | ELECTRIC ARROW | | | 0025 660-01 LUMP| 9500.00000 9500.00| | SIGNAL CONTROLLERS 01 | | | 0030 660-02LPSC 6.000 EA | 120.00000 720.00| | TRAFFIC DETECTORS | | | 0035 660-03V305 27.000 EA | 150.00000 4050.00| | SIGNAL SECTIONS | | | 0040 660-04C1A 4.000 EA | 2000.00000 8000.00| | SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0045 660-05H 6.000 EA | 900.00000 5400.00| | JUNCTION BOXES TYPE H | | | 0050 660-07 LUMP| 15830.00000 15830.00| | MISCELLANEOUS SIGNAL 01 | | | 0055 662-07250W 2.000 EA | 1000.00000 2000.00| | LUMINAIRES (250W.) | | | 0060 662-14 LUMP| 7500.00000 7500.00| | INCIDENTAL ELECTRICAL WORK | | | 0065 663-045 20.000 M | 21.00000 420.00| | TYPE V CHANNELIZING LINES (205MM) | | | 0070 663-055 40.000 M | 47.00000 1880.00| | TYPE V STOP LINES (610MM) | | | SECTION TOTALS | $ 60,420.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 60,420.00| | ====================================================================================================================================