1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9608006 COUNTIES : PUTNAM LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : RED HOUSE - PARADISE ROAD PROJECT(S) : S340-0034/00-025.89 00 0STP 0034 045 EQ0 LOCATION: 0.29 MI N D8 - 0.09 MI N CR 34/9 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 55,057.31 100.0000% 2 55-0753937 M & M GUARDRAILS, LIMITED LIABILITY COMPANY $ 58,620.54 106.4718% 3 25-1000923 PENN LINE SERVICE, INC. $ 68,084.00 123.6602% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9608006 COUNTIES : PUTNAM LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 55-0753937 |(3) 25-1000923 |GREEN ACRES CONTRACTING COMP|M & M GUARDRAILS, LLC |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INST/REPL GDRL | | | 0005 607-011 960.120 M | 35.95000 34516.31| 26.15000 25107.14| 41.65000 39989.00 TYPE 1 GUARDRAIL, CLASS I | | | 0010 607-28 25.000 EA | 735.00000 18375.00| 955.00000 23875.00| 775.00000 19375.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0015 607-31 1.000 EA | 2000.00000 2000.00| 3300.00000 3300.00| 2300.00000 2300.00 SPECIAL APPROACH END TERMINAL | | | 0020 636-11 1520.000 UN | 0.10000 152.00| 2.00000 3040.00| 1.00000 1520.00 TRAFFIC CONTROL DEVICE | | | 0025 636-14 140.000 HR | 0.10000 14.00| 23.56000 3298.40| 35.00000 4900.00 FLAGGER | | | SECTION TOTALS | $ 55,057.31| $ 58,620.54| $ 68,084.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 55,057.31| $ 58,620.54| $ 68,084.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9705503A COUNTIES : JACKSON LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : OLD US 21 PROJECT(S) : U318-0021/00-016.46 00 0STP 0021 040 EQ0 LOCATION: 0.07 MI S I-77 OFF RAMP - 0.22 MI N CO 21/26 S318-0021/00-016.77 00 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 499,935.82 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 550,921.54 110.1984% 3 55-0484178 ORDERS & HAYNES PAVING CO., INC. $ 562,128.17 112.4400% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9705503A COUNTIES : JACKSON LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 |(3) 55-0484178 |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. |ORDERS & HAYNES PAVING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS(U318-21-16.46) | | | 0005 207-01 657.000 M3 | 7.84000 5150.88| 16.00000 10512.00| 19.32000 12693.24 UNCLASSIFIED EXCAVATION | | | 0010 207-34 9507.000 M2 | 0.90000 8556.30| 1.30000 12359.10| 0.84000 7985.88 FABRIC FOR SEPARATION | | | 0015 229-01 0.770 KM | 3513.25000 2705.20| 2200.00000 1694.00| 3873.00000 2982.21 SHOULDERS AND DITCHES | | | 0020 311-06 733.000 M3 | 70.50000 51676.50| 85.00000 62305.00| 93.15000 68278.95 OPEN GRADED FREE DRAINING BASE | | | 0025 408-02 1091.000 L | 0.28000 305.48| 0.20000 218.20| 0.51000 556.41 BITUMINOUS MATERIAL | | | 0030 506-01 140.900 M2 | 225.00000 31702.50| 210.00000 29589.00| 225.00000 31702.50 CONCRETE PAVEMENT REPAIR | | | 0035 507-02 9.300 MGR | 365.13000 3395.71| 400.00000 3720.00| 364.00000 3385.20 CRACK AND POTHOLE REPAIR | | | 0040 604-010300A2 67.200 M | 120.01000 8064.67| 130.00000 8736.00| 92.50000 6216.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 300MM, A2 | | | 0045 604-010400A2 8.000 M | 200.13000 1601.04| 250.00000 2000.00| 389.00000 3112.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 0050 604-010450A2 2.000 M | 290.56000 581.12| 150.00000 300.00| 455.00000 910.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0055 604-100375A2 14.100 M | 135.04000 1904.06| 175.00000 2467.50| 347.50000 4899.75 METALLIC COATED CORRUGATED STEEL PIPE | | | ARCH, 425X325MM,A2 | | | 0060 604-100450A2 53.000 M | 117.29000 6216.37| 150.00000 7950.00| 143.30000 7594.90 METALLIC COATED CORRUGATED STEEL PIPE | | | ARCH, 525X375MM, A2 | | | 0065 605-04 2.000 EA | 2264.27000 4528.54| 2500.00000 5000.00| 2450.00000 4900.00 TYPE B INLET | | | 0070 605-09 1.000 EA | 3077.98000 3077.98| 2600.00000 2600.00| 4180.00000 4180.00 TYPE G INLET | | | 0075 605-19 2.000 EA | 724.89000 1449.78| 1600.00000 3200.00| 825.00000 1650.00 ADJUSTING TYPE B INLET | | | 0080 606-01150 1663.800 M | 14.80000 24624.24| 32.00000 53241.60| 30.32000 50446.42 METALLIC COATED CORRUGATED STEEL PIPE | | | FOR UNDERDRAIN 150MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9705503A COUNTIES : JACKSON LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 |(3) 55-0484178 |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. |ORDERS & HAYNES PAVING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607-011 240.100 M | 44.78000 10751.68| 49.10000 11788.91| 46.06000 11059.01 TYPE 1 GUARDRAIL, CLASS I | | | 0090 607-091 122.000 M | 24.15000 2946.30| 23.40000 2854.80| 24.84000 3030.48 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0095 607-101A 30.500 M | 6.93000 211.37| 4.25000 129.63| 7.13000 217.47 GUARDRAIL REMOVAL | | | 0100 636-06 6.000 DA | 1.00000 6.00| 600.00000 3600.00| 400.00000 2400.00 PILOT TRUCK AND DRIVER | | | 0105 636-08 4000.000 M | 0.52000 2080.00| 0.66000 2640.00| 0.70000 2800.00 TEMP PVMT MARKING-PAINT | | | 0110 636-11 7356.000 UN | 1.26000 9268.56| 0.50000 3678.00| 0.78000 5737.68 TRAFFIC CONTROL DEVICE | | | 0115 636-14 720.000 HR | 35.54000 25588.80| 38.00000 27360.00| 33.00000 23760.00 FLAGGER | | | 0120 639-01 LUMP| 251.37000 251.37| 4600.00000 4600.00| 3834.00000 3834.00 CONSTRUCTION LAYOUT STAKES | | | 0125 642-13 LUMP| 408.86000 408.86| 500.00000 500.00| 850.00000 850.00 TEMPORARY POLLUTION CONTROL | | | 0130 308-01SG AA1 765.000 MGR | 26.37000 20173.05| 19.35000 14802.75| 22.91000 17526.15 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0135 308-01S AA2 697.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0140 401-1(1)SG BB1 1687.000 MGR | 34.19000 57678.53| 34.65000 58454.55| 34.17000 57644.79 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0145 401-1(1)S BB2 1540.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0150 401-1(2)SG CC1 488.000 MGR | 33.93000 16557.84| 39.00000 19032.00| 32.94000 16074.72 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0155 401-1(2)S CC2 451.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0160 402-01SG FF1 756.000 MGR | 42.29000 31971.24| 37.80000 28576.80| 37.97000 28705.32 HMA SKID PAVEMENT, STONE/GRAVEL | | | 0165 402-01S FF2 688.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9705503A COUNTIES : JACKSON LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 |(3) 55-0484178 |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. |ORDERS & HAYNES PAVING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 333,433.97| $ 383,909.84| $ 385,133.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 RESURFACING(S318-21-16.77) | | | 0170 408-02 5502.000 L | 0.24000 1320.48| 0.20000 1100.40| 0.51000 2806.02 BITUMINOUS MATERIAL | | | 0175 636-06 4.000 DA | 469.96000 1879.84| 600.00000 2400.00| 400.00000 1600.00 PILOT TRUCK AND DRIVER | | | 0180 636-08 4980.000 M | 0.52000 2589.60| 0.66000 3286.80| 0.70000 3486.00 TEMP PVMT MARKING-PAINT | | | 0185 636-11 3147.000 UN | 1.62000 5098.14| 0.50000 1573.50| 0.78000 2454.66 TRAFFIC CONTROL DEVICE | | | 0190 636-14 200.000 HR | 1.00000 200.00| 38.00000 7600.00| 33.00000 6600.00 FLAGGER | | | 0195 308-01SG AA1 942.000 MGR | 20.49000 19301.58| 19.35000 18227.70| 22.91000 21581.22 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0200 308-01S AA2 859.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0205 401-17SG DD1 8.000 MGR | 182.71000 1461.68| 350.00000 2800.00| 289.00000 2312.00 HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL | | | 0210 401-17S DD2 8.000 MGR | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG | | | 0215 401-3SG EE1 5.000 MGR | 64.35000 321.75| 160.00000 800.00| 32.94000 164.70 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0220 401-3S EE2 5.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0225 402-01SG FF1 2665.000 MGR | 37.65000 100337.25| 37.80000 100737.00| 37.97000 101190.05 HMA SKID PAVEMENT, STONE/GRAVEL | | | 0230 402-01S FF2 2426.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 132,510.32| $ 138,525.40| $ 142,194.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING(U318-21-16.46) | | | 0235 657-06S100115 2.000 M | 377.99000 755.98| 110.00000 220.00| 388.80000 777.60 A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9705503A COUNTIES : JACKSON LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 |(3) 55-0484178 |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. |ORDERS & HAYNES PAVING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 657-06W150018 3.000 M | 404.24000 1212.72| 127.00000 381.00| 415.80000 1247.40 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0245 657-10 142.000 M | 21.00000 2982.00| 23.00000 3266.00| 21.60000 3067.20 4.5KG CHANNEL POST | | | 0250 657-14 30.000 M | 33.60000 1008.00| 47.00000 1410.00| 34.56000 1036.80 9.0KG BACK TO BACK CHANNEL POST | | | 0255 657-17 3.320 M3 | 1154.98000 3834.53| 865.00000 2871.80| 1188.00000 3944.16 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0260 657-18 28.000 EA | 39.90000 1117.20| 20.00000 560.00| 41.04000 1149.12 POST REMOVAL | | | 0265 661-011 7.000 M2 | 262.49000 1837.43| 200.00000 1400.00| 270.00000 1890.00 2MM FLAT SHEET SIGNS | | | 0270 661-11 28.000 EA | 105.00000 2940.00| 10.00000 280.00| 108.00000 3024.00 INSTALL REUSABLE SIGNS | | | SECTION TOTALS | $ 15,687.86| $ 10,388.80| $ 16,136.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 CHANNELIZATION(U318-21-16.46) | | | 0275 663-0102W 1.820 KM | 629.99000 1146.58| 625.00000 1137.50| 648.00000 1179.36 EDGE LINE WHITE TYPE II | | | 0280 663-0212Y 230.000 M | 0.62000 142.60| 0.60000 138.00| 0.64000 147.20 LANE LINE OR CENTER LINE YELLOW TYPE II | | | 0285 663-0312 2620.000 M | 0.62000 1624.40| 0.60000 1572.00| 0.64000 1676.80 BARRIER LINES TYPE II | | | 0290 663-042 90.000 M | 1.00000 90.00| 1.00000 90.00| 1.03000 92.70 TYPE II CHANNELIZING LINES | | | 0295 663-055 50.000 M | 44.77000 2238.50| 43.00000 2150.00| 46.05000 2302.50 TYPE V STOP LINES | | | 0300 663-075Y 210.000 M | 24.11000 5063.10| 23.00000 4830.00| 24.80000 5208.00 TYPE V STRIPES YELLOW | | | 0305 663-105 12.000 EA | 225.75000 2709.00| 215.00000 2580.00| 232.20000 2786.40 TYPE V LANE ARROWS | | | SECTION TOTALS | $ 13,014.18| $ 12,497.50| $ 13,392.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SANITARY SEWER LINE(U318-21-16.46) | | | 0310 675-0820052 12.200 M | 240.21000 2930.56| 250.00000 3050.00| 196.00000 2391.20 DUCTILE IRON SEWER PIPE CLASS 52, 200MM | | | 0315 675-18 3.000 EA | 786.31000 2358.93| 850.00000 2550.00| 960.00000 2880.00 ADJUSTING MANHOLE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9705503A COUNTIES : JACKSON LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 |(3) 55-0484178 |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. |ORDERS & HAYNES PAVING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 5,289.49| $ 5,600.00| $ 5,271.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 499,935.82| $ 550,921.54| $ 562,128.17 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9707001 COUNTIES : OHIO LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : I-70 AND HOSPITAL RD PROJECT(S) : S335-0070/00-001.16 02 0NFA 0701 100 000 LOCATION: I/S CR 40/8 & I-70 RAMP O WB 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO., INC. $ 84,779.00 100.0000% 2 55-0346067 JAMES WHITE CONSTRUCTION COMPANY, THE $ 96,999.60 114.4146% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 121,111.00 142.8549% 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9707001 COUNTIES : OHIO LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 55-0346067 |(3) 55-0481221 |OHIO-WEST VIRGINIA EXCAVATIN|JAMES WHITE CONSTRUCTION CO.|MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE IMPROVEMENTS | | | 0005 409-02 86.000 L | 1.50000 129.00| 1.10000 94.60| 1.00000 86.00 BITUMINOUS MATERIAL PRIME | | | 0010 604-50600 309.000 M | 250.00000 77250.00| 289.00000 89301.00| 325.00000 100425.00 CORRUGATED POLYETHYLENE PIPE | | | 0015 605-01 1.000 EA | 3000.00000 3000.00| 2900.00000 2900.00| 12000.00000 12000.00 TYPE A MANHOLE | | | 0020 605-12 1.000 EA | 1650.00000 1650.00| 2600.00000 2600.00| 6000.00000 6000.00 ADJUSTING MISCELLANEOUS TYPES OF INLETS | | | 0025 307-01SG AA1 12.000 MGR | 100.00000 1200.00| | 75.00000 900.00 CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 0030 307-01S AA2 11.000 MGR | | 38.00000 418.00| CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0035 407-1(2)SG BB1 5.000 MGR | 150.00000 750.00| | 200.00000 1000.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0040 407-1(2)S BB2 4.600 MGR | | 255.00000 1173.00| HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0045 407-2(3)SG CC1 2.000 MGR | 400.00000 800.00| | 350.00000 700.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0050 407-2(3)S CC2 1.800 MGR | | 285.00000 513.00| HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 84,779.00| $ 96,999.60| $ 121,111.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 84,779.00| $ 96,999.60| $ 121,111.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9718316 COUNTIES : WIRT LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : LIMESTONE-WINDY RIDGE ROAD PROJECT(S) : S353-0001/00-000.00 00 LOCATION: JCT CR 21 ON CR 1 CHANGE TO CR 20 ON CR 20 AT JCT CR 20/4 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 90,497.74 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 108,280.56 119.6500% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9718316 COUNTIES : WIRT LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 | |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 408-02 2428.000 L | 0.20000 485.60| 0.36000 874.08| BITUMINOUS MATERIAL | | | 0010 636-11 2899.000 UN | 0.01000 28.99| 0.66000 1913.34| TRAFFIC CONTROL DEVICE | | | 0015 636-14 140.000 HR | 0.01000 1.40| 1.00000 140.00| FLAGGER | | | 0020 307-01SG AA1 37.000 MGR | 100.00000 3700.00| 117.67000 4353.79| CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 0025 307-01S AA2 34.000 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0030 308-01SG BB1 605.000 MGR | 18.00000 10890.00| 28.02000 16952.10| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0035 308-01S BB2 551.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0040 401-17SG CC1 19.000 MGR | 200.00000 3800.00| 288.90000 5489.10| HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL | | | 0045 401-17S CC2 18.000 MGR | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG | | | 0050 407-1(2)SG DD1 22.000 MGR | 150.00000 3300.00| 108.80000 2393.60| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0055 407-1(2)S DD2 21.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0060 407-2(1)SG EE1 1128.000 MGR | 43.25000 48786.00| 48.95000 55215.60| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0065 407-2(1)S EE2 1027.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0070 407-3SG FF1 451.000 MGR | 43.25000 19505.75| 46.45000 20948.95| HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0075 407-3S FF2 411.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | SECTION TOTALS | $ 90,497.74| $ 108,280.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 90,497.74| $ 108,280.56| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9512903 COUNTIES : MONONGALIA LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : W WORLEY TRUSS PROJECT(S) : S331-0039/01-000.00 00 LOCATION: DUNKARD CREEK, 0.02 - 0.10 MI E WV 7 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 745,528.00 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 748,454.53 100.3925% 3 55-0609442 MEC CONSTRUCTION, INC. $ 890,482.78 119.4432% 4 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 911,000.00 122.1952% 5 55-0598025 MINERAL FABRICATION AND MACHINE COMPANY, INC. $ 1,147,028.42 153.8545% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9512903 COUNTIES : MONONGALIA LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 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 1.000 LS | 6000.00000 6000.00| 59500.00000 59500.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 22500.00000 22500.00| 18000.00000 18000.00| 30000.00000 30000.00 MOBILIZATION | | | 0015 207-01 415.000 M3 | 12.00000 4980.00| 28.00000 11620.00| 13.00000 5395.00 UNCLASSIFIED EXCAVATION | | | 0020 207-34 566.000 M2 | 2.00000 1132.00| 2.00000 1132.00| 2.00000 1132.00 FABRIC FOR SEPARATION | | | 0025 211-01 172.000 M3 | 20.00000 3440.00| 50.00000 8600.00| 54.00000 9288.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 211-02 81.000 M3 | 55.00000 4455.00| 53.00000 4293.00| 0.01000 0.81 ROCK BORROW EXCAVATION | | | 0035 307-01 159.000 M3 | 52.00000 8268.00| 70.00000 11130.00| 70.00000 11130.00 CLASS I AGGREGATE BASE COURSE | | | 0040 409-02 833.000 L | 0.50000 416.50| 0.20000 166.60| 0.20000 166.60 BITUMINOUS MATERIAL PRIME | | | 0045 607-011 41.910 M | 75.00000 3143.25| 70.00000 2933.70| 75.00000 3143.25 TYPE 1 GUARDRAIL, CLASS I | | | 0050 607-012 51.435 M | 70.00000 3600.45| 65.00000 3343.28| 75.00000 3857.63 TYPE 1 GUARDRAIL CLASS II | | | 0055 636-05 LUMP| 78500.00000 78500.00| 100000.00000 100000.00| 203000.00000 203000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0060 636-11 3945.000 UN | 1.50000 5917.50| 0.01000 39.45| 1.25000 4931.25 TRAFFIC CONTROL DEVICE | | | 0065 636-12 2.000 EA | 0.50000 1.00| 200.00000 400.00| 54.00000 108.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0070 636-13 10.000 EA | 0.10000 1.00| 3.00000 30.00| 5.00000 50.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0075 636-14 460.000 HR | 30.00000 13800.00| 0.01000 4.60| 53.00000 24380.00 FLAGGER | | | 0080 636-19 76.200 M | 35.00000 2667.00| 30.00000 2286.00| 35.00000 2667.00 TEMPORARY GUARDRAIL BARRIERS | | | 0085 636-25A 800.000 DA | 0.50000 400.00| 0.01000 8.00| 0.60000 480.00 WARNING LIGHTS TYPE A | | | 0090 636-25B 1290.000 DA | 3.00000 3870.00| 0.01000 12.90| 1.75000 2257.50 WARNING LIGHTS TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9512903 COUNTIES : MONONGALIA LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 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 637-01 40.000 M3 | 10.00000 400.00| 25.00000 1000.00| 53.00000 2120.00 WATER FOR DUST PALLIATIVE | | | 0100 638-02 7.000 EA | 100.00000 700.00| 25.00000 175.00| 240.00000 1680.00 RIGHT OF WAY MARKERS | | | 0105 639-01 LUMP| 3500.30000 3500.30| 3000.00000 3000.00| 4500.00000 4500.00 CONSTRUCTION LAYOUT STAKES | | | 0110 640A-1 LUMP| 5250.00000 5250.00| 5000.00000 5000.00| 9000.00000 9000.00 MINIMAL FIELD OFFICE | | | 0115 401-1(2)SG BB1 119.000 MGR | 77.00000 9163.00| 80.00000 9520.00| 70.00000 8330.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0120 401-1(2)S BB2 108.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0125 401-2(1)SG CC1 83.000 MGR | 78.00000 6474.00| 80.00000 6640.00| 70.00000 5810.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0130 401-2(1)S CC2 76.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 188,579.00| $ 248,834.53| $ 348,427.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0135 203-01 LUMP| 60000.00000 60000.00| 40000.00000 40000.00| 15000.00000 15000.00 DISMANTLING STRUCTURES | | | 0140 212-05 24.000 M3 | 100.00000 2400.00| 150.00000 3600.00| 210.00000 5040.00 SELECT MATERIAL FOR BACKFILLING | | | 0145 218-06 585.000 M3 | 45.00000 26325.00| 30.00000 17550.00| 35.00000 20475.00 FOUNDATION PROTECTION | | | 0150 601-02 133.000 M3 | 550.00000 73150.00| 565.00000 75145.00| 456.00000 60648.00 CLASS B CONCRETE | | | 0155 602-02 7662.000 KG | 2.00000 15324.00| 2.00000 15324.00| 2.27000 17392.74 EPOXY COATED REINFORCING BARS | | | 0160 615-02A LUMP| 345000.00000 345000.00| 325000.00000 325000.00| 370000.00000 370000.00 PRE-FABRICATED STEEL BRIDGE | | | SUPERSTRUCTURE | | | 0165 616-04H310110 250.000 M | 119.00000 29750.00| 90.00000 22500.00| 160.00000 40000.00 STEEL BEARING PILES, HP 310X110, DRVN | | | 0170 639-01 LUMP| 3000.00000 3000.00| 1.00000 1.00| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKES | | | 0175 642-14 LUMP| 2000.00000 2000.00| 500.00000 500.00| 5500.00000 5500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9512903 COUNTIES : MONONGALIA LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 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 TOTALS | $ 556,949.00| $ 499,620.00| $ 542,055.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 745,528.00| $ 748,454.53| $ 890,482.78 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9512903 COUNTIES : MONONGALIA LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 55-0598025 | |UPON THIS ROCK CONSTRUCTION,|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 1.000 LS | 1000.00000 1000.00| 4000.00000 4000.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 1000.00000 1000.00| 48300.00000 48300.00| MOBILIZATION | | | 0015 207-01 415.000 M3 | 20.00000 8300.00| 25.00000 10375.00| UNCLASSIFIED EXCAVATION | | | 0020 207-34 566.000 M2 | 1.00000 566.00| 2.00000 1132.00| FABRIC FOR SEPARATION | | | 0025 211-01 172.000 M3 | 25.00000 4300.00| 20.00000 3440.00| UNCLASSIFIED BORROW EXCAVATION | | | 0030 211-02 81.000 M3 | 50.00000 4050.00| 60.00000 4860.00| ROCK BORROW EXCAVATION | | | 0035 307-01 159.000 M3 | 40.00000 6360.00| 50.00000 7950.00| CLASS I AGGREGATE BASE COURSE | | | 0040 409-02 833.000 L | 1.00000 833.00| 0.60000 499.80| BITUMINOUS MATERIAL PRIME | | | 0045 607-011 41.910 M | 68.00000 2849.88| 54.00000 2263.14| TYPE 1 GUARDRAIL, CLASS I | | | 0050 607-012 51.435 M | 60.00000 3086.10| 48.00000 2468.88| TYPE 1 GUARDRAIL CLASS II | | | 0055 636-05 LUMP| 200000.00000 200000.00| 280000.00000 280000.00| TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0060 636-11 3945.000 UN | 1.37000 5404.65| 2.00000 7890.00| TRAFFIC CONTROL DEVICE | | | 0065 636-12 2.000 EA | 300.00000 600.00| 100.00000 200.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0070 636-13 10.000 EA | 3.00000 30.00| 5.00000 50.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0075 636-14 460.000 HR | 40.00000 18400.00| 44.00000 20240.00| FLAGGER | | | 0080 636-19 76.200 M | 30.00000 2286.00| 98.00000 7467.60| TEMPORARY GUARDRAIL BARRIERS | | | 0085 636-25A 800.000 DA | 0.55000 440.00| 0.75000 600.00| WARNING LIGHTS TYPE A | | | 0090 636-25B 1290.000 DA | 2.06000 2657.40| 2.50000 3225.00| WARNING LIGHTS TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9512903 COUNTIES : MONONGALIA LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 55-0598025 | |UPON THIS ROCK CONSTRUCTION,|MINERAL FABRICATION & MACHIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 637-01 40.000 M3 | 100.00000 4000.00| 25.00000 1000.00| WATER FOR DUST PALLIATIVE | | | 0100 638-02 7.000 EA | 30.00000 210.00| 100.00000 700.00| RIGHT OF WAY MARKERS | | | 0105 639-01 LUMP| 500.00000 500.00| 9000.00000 9000.00| CONSTRUCTION LAYOUT STAKES | | | 0110 640A-1 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| MINIMAL FIELD OFFICE | | | 0115 401-1(2)SG BB1 119.000 MGR | 70.00000 8330.00| 90.00000 10710.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0120 401-1(2)S BB2 108.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0125 401-2(1)SG CC1 83.000 MGR | 80.00000 6640.00| 90.00000 7470.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0130 401-2(1)S CC2 76.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 282,843.03| $ 439,841.42| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0135 203-01 LUMP| 194800.00000 194800.00| 50000.00000 50000.00| DISMANTLING STRUCTURES | | | 0140 212-05 24.000 M3 | 100.00000 2400.00| 52.00000 1248.00| SELECT MATERIAL FOR BACKFILLING | | | 0145 218-06 585.000 M3 | 50.00000 29250.00| 134.00000 78390.00| FOUNDATION PROTECTION | | | 0150 601-02 133.000 M3 | 600.00000 79800.00| 525.00000 69825.00| CLASS B CONCRETE | | | 0155 602-02 7662.000 KG | 2.00000 15324.00| 2.00000 15324.00| EPOXY COATED REINFORCING BARS | | | 0160 615-02A LUMP| 274582.97000 274582.97| 411000.00000 411000.00| PRE-FABRICATED STEEL BRIDGE | | | SUPERSTRUCTURE | | | 0165 616-04H310110 250.000 M | 125.00000 31250.00| 264.00000 66000.00| STEEL BEARING PILES, HP 310X110, DRVN | | | 0170 639-01 LUMP| 500.00000 500.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKES | | | 0175 642-14 LUMP| 250.00000 250.00| 10400.00000 10400.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9512903 COUNTIES : MONONGALIA LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 55-0598025 | |UPON THIS ROCK CONSTRUCTION,|MINERAL FABRICATION & MACHIN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 628,156.97| $ 707,187.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 911,000.00| $ 1,147,028.42| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9709718 COUNTIES : TAYLOR LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : THORNTON ROAD PROJECT(S) : S346-0050/00-016.66 00 0STP 0050 127 EQ0 LOCATION: 0.16 MI W CO 7 - PRESTON CO. LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0483580 HARMAN CONSTRUCTION, INC. AND SUBSIDIARY $ 421,698.67 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 423,772.44 100.4917% 3 55-0328627 J. F. ALLEN COMPANY $ 434,474.15 103.0295% 4 34-0755286 OHIO VALLEY PAVING CORPORATION $ 440,670.57 104.4989% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9709718 COUNTIES : TAYLOR LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0483580 |(2) 55-0481221 |(3) 55-0328627 |HARMAN CONSTRUCTION, INC. & |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0005 218-03 24.000 M3 | 265.00000 6360.00| 200.00000 4800.00| 200.00000 4800.00 GABIONS | | | 0010 229-01 6.377 KM | 1939.00000 12365.00| 3000.00000 19131.00| 3201.40000 20415.33 SHOULDERS AND DITCHES | | | 0015 240-010375 10.000 M | 32.00000 320.00| 25.00000 250.00| 26.25000 262.50 CLEANING CULVERTS 375MM | | | 0020 240-010450 125.000 M | 37.00000 4625.00| 30.00000 3750.00| 31.50000 3937.50 CLEANING CULVERTS 450MM | | | 0025 240-010900 8.500 M | 47.50000 403.75| 40.00000 340.00| 42.00000 357.00 CLEANING CULVERTS 900MM | | | 0030 408-02 11300.000 L | 0.01000 113.00| 0.10000 1130.00| 0.30000 3390.00 BITUMINOUS MATERIAL | | | 0035 601-46 2.000 EA | 2100.00000 4200.00| 1200.00000 2400.00| 2080.00000 4160.00 MODIFIED CONCRETE END POST | | | 0040 604-010375A2 12.200 M | 79.00000 963.80| 120.00000 1464.00| 131.25000 1601.25 METALLIC COATED CORRUGATED STEEL PIPE, | | | 375MM, A2 | | | 0045 604-010450A2 6.000 M | 646.00000 3876.00| 425.00000 2550.00| 177.50000 1065.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0050 604-010900A2 8.000 M | 622.00000 4976.00| 450.00000 3600.00| 246.75000 1974.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 900MM, A2 | | | 0055 605-09 20.000 EA | 1900.00000 38000.00| 1800.00000 36000.00| 1995.00000 39900.00 TYPE G INLET | | | 0060 605-50 1.000 EA | 50.00000 50.00| 300.00000 300.00| 190.00000 190.00 ADJUSTING CONCRETE HEADWALL | | | 0065 605-51 2.000 EA | 2200.00000 4400.00| 2150.00000 4300.00| 2572.50000 5145.00 TYPE U INLET | | | 0070 607-011 3240.300 M | 32.50000 105309.75| 31.35000 101583.41| 34.40000 111466.32 TYPE 1 GUARDRAIL, CLASS I | | | 0075 607-012 185.000 M | 25.00000 4625.00| 24.30000 4495.50| 27.00000 4995.00 TYPE 1 GUARDRAIL CLASS II | | | 0080 607-091 189.000 M | 11.00000 2079.00| 10.85000 2050.65| 12.90000 2438.10 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0085 607-101A 1947.500 M | 2.70000 5258.25| 2.65000 5160.88| 4.30000 8374.25 GUARDRAIL REMOVAL | | | 0090 607-25A 3.000 EA | 300.00000 900.00| 300.00000 900.00| 315.00000 945.00 CUT SLOPE TERMINAL, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9709718 COUNTIES : TAYLOR LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0483580 |(2) 55-0481221 |(3) 55-0328627 |HARMAN CONSTRUCTION, INC. & |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607-28 31.000 EA | 825.00000 25575.00| 800.00000 24800.00| 840.00000 26040.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0100 607-31 3.000 EA | 2390.00000 7170.00| 2300.00000 6900.00| 2415.00000 7245.00 SPECIAL APPROACH END TERMINAL | | | 0105 636-06 20.000 DA | 325.00000 6500.00| 250.00000 5000.00| 375.00000 7500.00 PILOT TRUCK AND DRIVER | | | 0110 636-08 11306.000 M | 0.52000 5879.12| 0.50000 5653.00| 0.80000 9044.80 TEMP PVMT MARKING-PAINT | | | 0115 636-11 2900.000 UN | 0.01000 29.00| 1.00000 2900.00| 0.01000 29.00 TRAFFIC CONTROL DEVICE | | | 0120 636-14 600.000 HR | 29.00000 17400.00| 40.00000 24000.00| 37.50000 22500.00 FLAGGER | | | 0125 308-01SG AA1 1050.000 MGR | 14.00000 14700.00| 20.00000 21000.00| 15.80000 16590.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0130 308-01S AA2 945.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0135 308-07SG BB1 57.000 MGR | 28.00000 1596.00| 25.00000 1425.00| 30.50000 1738.50 CLASS 7 AGGREGATE STONE OR GRAVEL | | | 0140 308-07S BB2 51.000 MGR | | | CLASS 7 AGGREGATE, SLAG | | | 0145 401-11SG CC1 34.000 MGR | 235.00000 7990.00| 180.00000 6120.00| 42.40000 1441.60 HOT-MIX ASPHALT FOR PAVED GUTTER, ST/GR | | | 0150 401-11S CC2 31.000 MGR | | | HOT-MIX ASPHALT FOR PAVED GUTTER, SLAG | | | 0155 401-3SG DD1 200.000 MGR | 40.40000 8080.00| 37.00000 7400.00| 37.25000 7450.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0160 401-3S DD2 180.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0165 402-01SG EE1 3260.000 MGR | 39.25000 127955.00| 38.15000 124369.00| 36.65000 119479.00 HMA SKID PAVEMENT, STONE/GRAVEL | | | 0170 402-01S EE2 2934.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 421,698.67| $ 423,772.44| $ 434,474.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 421,698.67| $ 423,772.44| $ 434,474.15 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9709718 COUNTIES : TAYLOR LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 34-0755286 | | |OHIO VALLEY PAVING CORPORATI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0005 218-03 24.000 M3 | 200.00000 4800.00| | GABIONS | | | 0010 229-01 6.377 KM | 3048.85000 19442.52| | SHOULDERS AND DITCHES | | | 0015 240-010375 10.000 M | 45.00000 450.00| | CLEANING CULVERTS 375MM | | | 0020 240-010450 125.000 M | 50.00000 6250.00| | CLEANING CULVERTS 450MM | | | 0025 240-010900 8.500 M | 60.00000 510.00| | CLEANING CULVERTS 900MM | | | 0030 408-02 11300.000 L | 0.22000 2486.00| | BITUMINOUS MATERIAL | | | 0035 601-46 2.000 EA | 1200.00000 2400.00| | MODIFIED CONCRETE END POST | | | 0040 604-010375A2 12.200 M | 304.00000 3708.80| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 375MM, A2 | | | 0045 604-010450A2 6.000 M | 304.00000 1824.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0050 604-010900A2 8.000 M | 304.00000 2432.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 900MM, A2 | | | 0055 605-09 20.000 EA | 1900.00000 38000.00| | TYPE G INLET | | | 0060 605-50 1.000 EA | 200.00000 200.00| | ADJUSTING CONCRETE HEADWALL | | | 0065 605-51 2.000 EA | 2400.00000 4800.00| | TYPE U INLET | | | 0070 607-011 3240.300 M | 31.35000 101583.41| | TYPE 1 GUARDRAIL, CLASS I | | | 0075 607-012 185.000 M | 24.30000 4495.50| | TYPE 1 GUARDRAIL CLASS II | | | 0080 607-091 189.000 M | 10.85000 2050.65| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0085 607-101A 1947.500 M | 2.65000 5160.88| | GUARDRAIL REMOVAL | | | 0090 607-25A 3.000 EA | 300.00000 900.00| | CUT SLOPE TERMINAL, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9709718 COUNTIES : TAYLOR LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 34-0755286 | | |OHIO VALLEY PAVING CORPORATI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607-28 31.000 EA | 800.00000 24800.00| | MODIFIED ECCENTRIC LOADER TERMINAL | | | 0100 607-31 3.000 EA | 2300.00000 6900.00| | SPECIAL APPROACH END TERMINAL | | | 0105 636-06 20.000 DA | 385.00000 7700.00| | PILOT TRUCK AND DRIVER | | | 0110 636-08 11306.000 M | 0.60000 6783.60| | TEMP PVMT MARKING-PAINT | | | 0115 636-11 2900.000 UN | 0.75000 2175.00| | TRAFFIC CONTROL DEVICE | | | 0120 636-14 600.000 HR | 32.00000 19200.00| | FLAGGER | | | 0125 308-01SG AA1 1050.000 MGR | 20.22000 21231.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0130 308-01S AA2 945.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0135 308-07SG BB1 57.000 MGR | 48.23000 2749.11| | CLASS 7 AGGREGATE STONE OR GRAVEL | | | 0140 308-07S BB2 51.000 MGR | | | CLASS 7 AGGREGATE, SLAG | | | 0145 401-11SG CC1 34.000 MGR | 312.15000 10613.10| | HOT-MIX ASPHALT FOR PAVED GUTTER, ST/GR | | | 0150 401-11S CC2 31.000 MGR | | | HOT-MIX ASPHALT FOR PAVED GUTTER, SLAG | | | 0155 401-3SG DD1 200.000 MGR | 38.83000 7766.00| | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0160 401-3S DD2 180.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0165 402-01SG EE1 3260.000 MGR | 39.65000 129259.00| | HMA SKID PAVEMENT, STONE/GRAVEL | | | 0170 402-01S EE2 2934.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 440,670.57| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 440,670.57| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 9632401 COUNTIES : HARDY LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : MILL ROAD BRIDGE #4405 PROJECT(S) : E316-0DSR/00-G22.44 00 FEMA 1137 LOCATION: .01 MI W JCT CR 20 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0705218 NELSON EXCAVATING, INC. $ 217,634.81 100.0000% 2 55-0598025 MINERAL FABRICATION AND MACHINE COMPANY, INC. $ 304,708.05 140.0088% 3 55-0738462 C. D. ALT, INC. $ 340,970.50 156.6709% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 355,203.88 163.2109% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9632401 COUNTIES : HARDY LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0705218 |(2) 55-0598025 |(3) 55-0738462 |NELSON EXCAVATING, INC. |MINERAL FABRICATION & MACHIN|C. D. ALT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204-01 LUMP| 10000.00000 10000.00| 16700.00000 16700.00| 25000.00000 25000.00 MOBILIZATION | | | 0010 207-01 84.000 M3 | 19.64000 1649.76| 25.00000 2100.00| 14.00000 1176.00 UNCLASSIFIED EXCAVATION | | | 0015 207-02 48.000 M3 | 12.50000 600.00| 45.00000 2160.00| 60.00000 2880.00 SUBGRADE | | | 0020 207-34 298.000 M2 | 8.97000 2673.06| 2.50000 745.00| 2.00000 596.00 FABRIC FOR SEPARATION | | | 0025 307-01 60.000 M3 | 24.50000 1470.00| 60.00000 3600.00| 80.00000 4800.00 CLASS I AGGREGATE BASE COURSE | | | 0030 409-02 493.000 L | 4.50000 2218.50| 2.25000 1109.25| 2.00000 986.00 BITUMINOUS MATERIAL PRIME | | | 0035 607-013 55.100 M | 120.00000 6612.00| 100.00000 5510.00| 110.00000 6061.00 TYPE 1 GUARDRAIL CLASS III | | | 0040 636-08 200.000 M | 8.00000 1600.00| 12.00000 2400.00| 10.00000 2000.00 TEMP PVMT MARKING-PAINT | | | 0045 636-11 3360.000 UN | 1.50000 5040.00| 2.00000 6720.00| 1.73000 5812.80 TRAFFIC CONTROL DEVICE | | | 0050 636-12 2.000 EA | 25.00000 50.00| 100.00000 200.00| 400.00000 800.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0055 636-13 50.000 EA | 4.50000 225.00| 5.00000 250.00| 7.00000 350.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0060 636-14 100.000 HR | 32.50000 3250.00| 45.00000 4500.00| 35.00000 3500.00 FLAGGER | | | 0065 636-25A 3000.000 DA | 1.00000 3000.00| 0.75000 2250.00| 1.00000 3000.00 WARNING LIGHTS TYPE A | | | 0070 636-25B 1000.000 DA | 2.50000 2500.00| 2.50000 2500.00| 2.16000 2160.00 WARNING LIGHTS TYPE B | | | 0075 638-02 6.000 EA | 75.00000 450.00| 100.00000 600.00| 100.00000 600.00 RIGHT OF WAY MARKERS | | | 0080 639-01 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0085 640A-1 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 6900.00000 6900.00 MINIMAL FIELD OFFICE | | | 0090 642-14 LUMP| 2000.00000 2000.00| 4600.00000 4600.00| 8000.00000 8000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9632401 COUNTIES : HARDY LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0705218 |(2) 55-0598025 |(3) 55-0738462 |NELSON EXCAVATING, INC. |MINERAL FABRICATION & MACHIN|C. D. ALT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401-1(2)SG AA1 41.000 MGR | 120.73000 4949.93| 155.00000 6355.00| 150.00000 6150.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0100 401-1(2)S AA2 37.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0105 401-2(1)SG AB1 18.000 MGR | 122.22000 2199.96| 162.00000 2916.00| 162.00000 2916.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0110 401-2(1)S AB2 16.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 57,988.21| $ 76,215.25| $ 88,687.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4405 | | | 0115 203-01 LUMP| 8000.00000 8000.00| 12570.00000 12570.00| 30000.00000 30000.00 DISMANTLING STRUCTURES | | | 0120 211-02 112.000 M3 | 25.00000 2800.00| 80.00000 8960.00| 50.00000 5600.00 ROCK BORROW EXCAVATION | | | 0125 212-01 110.000 M3 | 24.50000 2695.00| 70.00000 7700.00| 40.00000 4400.00 STRUCTURE EXCAVATION | | | 0130 212-02 296.000 M3 | 42.50000 12580.00| 112.00000 33152.00| 100.00000 29600.00 WET EXCAVATION | | | 0135 212-05 20.000 M3 | 26.50000 530.00| 100.00000 2000.00| 70.00000 1400.00 SELECT MATERIAL FOR BACKFILLING | | | 0140 601-02 138.000 M3 | 460.00000 63480.00| 600.00000 82800.00| 750.00000 103500.00 CLASS B CONCRETE | | | 0145 602-01 4163.000 KG | 2.68000 11156.84| 1.40000 5828.20| 2.50000 10407.50 REIN STEEL BARS | | | 0150 602-02 3414.000 KG | 2.50000 8535.00| 1.90000 6486.60| 2.80000 9559.20 EPOXY COATED REINFORCING BARS | | | 0155 603-01 108.000 M | 409.72000 44249.76| 587.00000 63396.00| 460.00000 49680.00 PRESTRESSED CONCRETE BEAMS | | | 0160 607-011 26.000 M | 120.00000 3120.00| 100.00000 2600.00| 86.00000 2236.00 TYPE 1 GUARDRAIL, CLASS I | | | 0165 639-01 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 5900.00000 5900.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 159,646.60| $ 228,492.80| $ 252,282.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 217,634.81| $ 304,708.05| $ 340,970.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9632401 COUNTIES : HARDY LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204-01 LUMP| 18000.00000 18000.00| | MOBILIZATION | | | 0010 207-01 84.000 M3 | 57.00000 4788.00| | UNCLASSIFIED EXCAVATION | | | 0015 207-02 48.000 M3 | 74.00000 3552.00| | SUBGRADE | | | 0020 207-34 298.000 M2 | 1.20000 357.60| | FABRIC FOR SEPARATION | | | 0025 307-01 60.000 M3 | 74.00000 4440.00| | CLASS I AGGREGATE BASE COURSE | | | 0030 409-02 493.000 L | 2.04000 1005.72| | BITUMINOUS MATERIAL PRIME | | | 0035 607-013 55.100 M | 91.00000 5014.10| | TYPE 1 GUARDRAIL CLASS III | | | 0040 636-08 200.000 M | 8.25000 1650.00| | TEMP PVMT MARKING-PAINT | | | 0045 636-11 3360.000 UN | 1.50000 5040.00| | TRAFFIC CONTROL DEVICE | | | 0050 636-12 2.000 EA | 330.00000 660.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0055 636-13 50.000 EA | 3.30000 165.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0060 636-14 100.000 HR | 37.50000 3750.00| | FLAGGER | | | 0065 636-25A 3000.000 DA | 0.60000 1800.00| | WARNING LIGHTS TYPE A | | | 0070 636-25B 1000.000 DA | 2.25000 2250.00| | WARNING LIGHTS TYPE B | | | 0075 638-02 6.000 EA | 55.00000 330.00| | RIGHT OF WAY MARKERS | | | 0080 639-01 LUMP| 1300.00000 1300.00| | CONSTRUCTION LAYOUT STAKES | | | 0085 640A-1 LUMP| 5000.00000 5000.00| | MINIMAL FIELD OFFICE | | | 0090 642-14 LUMP| 700.00000 700.00| | TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9632401 COUNTIES : HARDY LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401-1(2)SG AA1 41.000 MGR | 141.00000 5781.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0100 401-1(2)S AA2 37.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0105 401-2(1)SG AB1 18.000 MGR | 148.00000 2664.00| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0110 401-2(1)S AB2 16.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 68,247.42| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4405 | | | 0115 203-01 LUMP| 64000.00000 64000.00| | DISMANTLING STRUCTURES | | | 0120 211-02 112.000 M3 | 64.00000 7168.00| | ROCK BORROW EXCAVATION | | | 0125 212-01 110.000 M3 | 127.00000 13970.00| | STRUCTURE EXCAVATION | | | 0130 212-02 296.000 M3 | 127.00000 37592.00| | WET EXCAVATION | | | 0135 212-05 20.000 M3 | 130.00000 2600.00| | SELECT MATERIAL FOR BACKFILLING | | | 0140 601-02 138.000 M3 | 665.00000 91770.00| | CLASS B CONCRETE | | | 0145 602-01 4163.000 KG | 2.20000 9158.60| | REIN STEEL BARS | | | 0150 602-02 3414.000 KG | 2.40000 8193.60| | EPOXY COATED REINFORCING BARS | | | 0155 603-01 108.000 M | 463.00000 50004.00| | PRESTRESSED CONCRETE BEAMS | | | 0160 607-011 26.000 M | 0.01000 0.26| | TYPE 1 GUARDRAIL, CLASS I | | | 0165 639-01 LUMP| 2500.00000 2500.00| | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 286,956.46| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 355,203.88| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 9717801 COUNTIES : POCAHONTAS LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : CR 9/3 SNOWSHOE RD PROJECT(S) : S338-0009/03-002.72 00 LOCATION: BEGIN: 2.72 MI N JCT WV 66 END: 2.73 MI N JCT WV 66 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 B.B.R. DRILLING COMPANY, PAUL C. BALCAR, DBA $ 155,772.50 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 196,332.00 126.0376% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9717801 COUNTIES : POCAHONTAS LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 34-1632350 |(2) 62-1345425 | |B.B.R. DRILLING COMPANY |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESTORATION AND REHABILITATION (SLIDE REPAIR #2969) | | | 0005 204-01 LUMP| 6000.00000 6000.00| 22000.00000 22000.00| MOBILIZATION | | | 0010 207-34 470.000 SY | 1.00000 470.00| 1.50000 705.00| FABRIC FOR SEPARATION | | | 0015 604-50(18) 40.000 LF | 100.00000 4000.00| 85.00000 3400.00| CORRUGATED POLYETHYLENE PIPE | | | 0020 605-09 1.000 EA | 2300.00000 2300.00| 2000.00000 2000.00| TYPE G INLET | | | 0025 607-09-1 287.500 LF | 11.00000 3162.50| 16.00000 4600.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 607-39 28.000 EA | 10.00000 280.00| 9.00000 252.00| TREATED WOOD BLOCK (6"X6"X14") | | | 0035 614-3 1150.000 SF | 12.00000 13800.00| 11.00000 12650.00| CONCRETE LAGGING | | | 0040 636-01 LUMP| 18000.00000 18000.00| 30000.00000 30000.00| TRAFFIC CONTROL | | | 0045 639-01 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| CONSTRUCTION LAYOUT STAKES | | | 0050 642-13 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| TEMPORARY POLLUTION CONTROL | | | 0055 308-01SG AA1 32.000 TN | 40.00000 1280.00| 25.00000 800.00| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0060 308-01S AA2 29.500 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0065 308-07SG BB1 91.000 TN | 30.00000 2730.00| 25.00000 2275.00| CLASS 7 AGGREGATE, STONE OR GRAVEL | | | 0070 308-07S BB2 84.000 TN | | | CLASS 7 AGGREGATE, SLAG | | | 0075 614-1(W10X68) CC1 1550.000 LF | | | STEEL PILES | | | 0080 614-1(W10X49) CC2 1550.000 LF | 65.00000 100750.00| 73.00000 113150.00| STEEL PILES | | | SECTION TOTALS | $ 155,772.50| $ 196,332.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 155,772.50| $ 196,332.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 9719501 COUNTIES : DODDRIDGE LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MEATHOUSE FORK ROAD PROJECT(S) : S309-0025/00-002.41 00 LOCATION: CO 18/13 - CO 58 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 102,995.20 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 113,362.07 110.0653% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 116,313.20 112.9306% 4 34-0755286 OHIO VALLEY PAVING CORPORATION $ 119,044.76 115.5828% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9719501 COUNTIES : DODDRIDGE LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0592491 |(3) 55-0481221 |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS COR|MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 229-01 5.460 KM | 3000.00000 16380.00| 2455.31000 13405.99| 3000.00000 16380.00 SHOULDERS AND DITCHES | | | 0010 408-02 6000.000 L | 0.30000 1800.00| 0.18000 1080.00| 0.01000 60.00 BITUMINOUS MATERIAL | | | 0015 636-06 6.000 DA | 375.00000 2250.00| 334.83000 2008.98| 400.00000 2400.00 PILOT TRUCK AND DRIVER | | | 0020 636-11 2320.000 UN | 0.01000 23.20| 0.79000 1832.80| 0.01000 23.20 TRAFFIC CONTROL DEVICE | | | 0025 636-14 200.000 HR | 0.01000 2.00| 0.01000 2.00| 30.00000 6000.00 FLAGGER | | | 0030 308-01SG AA1 530.000 MGR | 20.00000 10600.00| 24.31000 12884.30| 20.00000 10600.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0035 308-01S AA2 477.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0040 407-1(2)SG BB1 2200.000 MGR | 32.70000 71940.00| 37.34000 82148.00| 36.75000 80850.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0045 407-1(2)S BB2 1980.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 102,995.20| $ 113,362.07| $ 116,313.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 102,995.20| $ 113,362.07| $ 116,313.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9719501 COUNTIES : DODDRIDGE LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 34-0755286 | | |OHIO VALLEY PAVING CORPORATI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 229-01 5.460 KM | 2811.00000 15348.06| | SHOULDERS AND DITCHES | | | 0010 408-02 6000.000 L | 0.22000 1320.00| | BITUMINOUS MATERIAL | | | 0015 636-06 6.000 DA | 385.00000 2310.00| | PILOT TRUCK AND DRIVER | | | 0020 636-11 2320.000 UN | 0.75000 1740.00| | TRAFFIC CONTROL DEVICE | | | 0025 636-14 200.000 HR | 0.01000 2.00| | FLAGGER | | | 0030 308-01SG AA1 530.000 MGR | 23.59000 12502.70| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0035 308-01S AA2 477.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0040 407-1(2)SG BB1 2200.000 MGR | 39.01000 85822.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0045 407-1(2)S BB2 1980.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 119,044.76| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 119,044.76| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 9719701 COUNTIES : MCDOWELL LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : MUDHOLE BRANCH ROAD PROJECT(S) : S324-0002/03-000.00 00 LOCATION: JCT. CR 2 - 0.34 MILE N. JCT. CR 2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 17,791.48 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9719701 COUNTIES : MCDOWELL LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 10 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 408-02 400.000 L | 0.20000 80.00| | BITUMINOUS MATERIAL | | | 0010 636-11 1403.000 UN | 0.50000 701.50| | TRAFFIC CONTROL DEVICE | | | 0015 636-14 48.000 HR | 0.01000 0.48| | FLAGGER | | | 0020 308-01SG AA1 100.000 MGR | 29.50000 2950.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0025 308-01S AA2 91.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0030 407-1(2)SG BB1 325.000 MGR | 43.26000 14059.50| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0035 407-1(2)S BB2 296.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 17,791.48| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,791.48| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9719702 COUNTIES : MCDOWELL LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : RIFT - BIG CREEK ROAD PROJECT(S) : S324-0009/00-000.00 00 LOCATION: JCT. WV 16 - 0.55 MILE S. JCT. WV 16 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 34,991.50 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9719702 COUNTIES : MCDOWELL LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 10 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 408-02 700.000 L | 0.19000 133.00| | BITUMINOUS MATERIAL | | | 0010 636-06 3.000 DA | 0.01000 0.03| | PILOT TRUCK AND DRIVER | | | 0015 636-11 1403.000 UN | 0.50000 701.50| | TRAFFIC CONTROL DEVICE | | | 0020 636-14 72.000 HR | 0.01000 0.72| | FLAGGER | | | 0025 308-01SG AA1 150.000 MGR | 27.56000 4134.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0030 308-01S AA2 137.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0035 401-2(4)SG BB1 450.000 MGR | 41.41000 18634.50| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0040 401-2(4)S BB2 410.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0045 401-3SG CC1 100.000 MGR | 41.41000 4141.00| | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0050 401-3S CC2 91.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0055 401-7SG DD1 175.000 MGR | 41.41000 7246.75| | SRCATCH COURSE, STONE OR GRAVEL | | | 0060 401-7S DD2 160.000 MGR | | | SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 34,991.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 34,991.50| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 9719703 COUNTIES : MERCER LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : POCASIN ROAD PROJECT(S) : S328-0010/06-000.00 00 LOCATION: JCT. WV 10 - JCT. CR 6 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 28,925.47 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9719703 COUNTIES : MERCER LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 10 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 408-02 950.000 L | 0.18000 171.00| | BITUMINOUS MATERIAL | | | 0010 636-06 3.000 DA | 0.01000 0.03| | PILOT TRUCK AND DRIVER | | | 0015 636-11 1403.000 UN | 0.49000 687.47| | TRAFFIC CONTROL DEVICE | | | 0020 636-14 72.000 HR | 0.01000 0.72| | FLAGGER | | | 0025 308-01SG AA1 375.000 MGR | 17.91000 6716.25| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0030 308-01S AA2 342.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0035 407-2(1)SG BB1 425.000 MGR | 34.16000 14518.00| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0040 407-2(1)S BB2 387.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0045 407-7SG CC1 200.000 MGR | 34.16000 6832.00| | SCRATCH COURSE, STONE OR GRAVEL | | | 0050 407-7S CC2 182.000 MGR | | | SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 28,925.47| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,925.47| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 9719704 COUNTIES : MERCER LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : WINDMILL GAP ROAD PROJECT(S) : S328-0013/01-000.00 00 LOCATION: JCT. CR 13 -0.08 MILE N. JCT. CR 13/3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 48,956.30 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9719704 COUNTIES : MERCER LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 10 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 408-02 1500.000 L | 0.18000 270.00| | BITUMINOUS MATERIAL | | | 0010 636-06 4.000 DA | 0.01000 0.04| | PILOT TRUCK AND DRIVER | | | 0015 636-11 1610.000 UN | 0.53000 853.30| | TRAFFIC CONTROL DEVICE | | | 0020 636-14 96.000 HR | 0.01000 0.96| | FLAGGER | | | 0025 308-01SG AA1 650.000 MGR | 18.28000 11882.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0030 308-01S AA2 592.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0035 407-2(1)SG BB1 650.000 MGR | 35.95000 23367.50| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0040 407-2(1)S BB2 592.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0045 407-7SG CC1 350.000 MGR | 35.95000 12582.50| | SCRATCH COURSE, STONE OR GRAVEL | | | 0050 407-7S CC2 319.000 MGR | | | SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 48,956.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 48,956.30| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 9719705 COUNTIES : MERCER LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : OLD OAKVALE ROAD PROJECT(S) : S328-0219/01-000.00 00 LOCATION: JCT. WV 104 - JCT. CR 460/10 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 38,395.62 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9719705 COUNTIES : MERCER LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 10 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 408-02 1450.000 L | 0.18000 261.00| | BITUMINOUS MATERIAL | | | 0010 636-06 4.000 DA | 0.01000 0.04| | PILOT TRUCK AND DRIVER | | | 0015 636-11 2956.000 UN | 0.58000 1714.48| | TRAFFIC CONTROL DEVICE | | | 0020 636-14 96.000 HR | 28.35000 2721.60| | FLAGGER | | | 0025 308-01SG AA1 250.000 MGR | 14.98000 3745.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0030 308-01S AA2 228.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0035 407-2(1)SG BB1 625.000 MGR | 31.53000 19706.25| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0040 407-2(1)S BB2 569.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0045 407-7SG CC1 325.000 MGR | 31.53000 10247.25| | SCRATCH COURSE, STONE OR GRAVEL | | | 0050 407-7S CC2 296.000 MGR | | | SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 38,395.62| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 38,395.62| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 9718328 COUNTIES : HARDY LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : RIG ROAD PROJECT(S) : E316-0010/00-004.35 00 LOCATION: 0.611 MI S CO 10/1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 B.B.R. DRILLING COMPANY, PAUL C. BALCAR, DBA $ 197,540.70 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 327,435.07 165.7557% 52-0747947 CARL BELT, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 9718328 COUNTIES : HARDY LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : Standard ==================================================================================================================================== |(1) 34-1632350 |(2) 55-0487806 | |B.B.R. DRILLING COMPANY |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORR | | | 0005 201-01 1.000 LS | 5000.00000 5000.00| 7000.00000 7000.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 7000.00000 7000.00| 16000.00000 16000.00| MOBILIZATION | | | 0015 211-08 146.000 MGR | 33.00000 4818.00| 32.00000 4672.00| ROCK BORROW EXCAVATION | | | 0020 218-07 71.000 M2 | 11.00000 781.00| 1.30000 92.30| FABRIC FOR EROSION CONTROL | | | 0025 308-01 88.000 MGR | 33.00000 2904.00| 41.00000 3608.00| CLASS 1 AGGREGATE BASE COURSE | | | 0030 408-02 499.000 L | 2.50000 1247.50| 2.50000 1247.50| BITUMINOUS MATERIAL | | | 0035 601-02 5.000 M3 | 650.00000 3250.00| 1900.00000 9500.00| CLASS B CONCRETE | | | 0040 602-01 183.000 KG | 5.00000 915.00| 2.33000 426.39| REIN STEEL BARS | | | 0045 604-010600A2 11.000 M | 400.00000 4400.00| 444.00000 4884.00| METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0050 605-09 1.000 EA | 2200.00000 2200.00| 1600.00000 1600.00| TYPE G INLET | | | 0055 607-012 152.400 M | 33.00000 5029.20| 41.00000 6248.40| TYPE 1 GUARDRAIL CLASS II | | | 0060 607-37 2.000 EA | 110.00000 220.00| 33.00000 66.00| BUFFER END SECTION | | | 0065 614-1H250085 540.000 M | 215.00000 116100.00| 400.00000 216000.00| STEEL PILES, HP 250X85 | | | 0070 614-3 87.000 M2 | 140.00000 12180.00| 202.00000 17574.00| CONCRETE LAGGING | | | 0075 633-03 18.000 M3 | 91.00000 1638.00| 80.00000 1440.00| DUMPED ROCK GUTTER | | | 0080 636-11 7636.000 UN | 0.50000 3818.00| 1.42000 10843.12| TRAFFIC CONTROL DEVICE | | | 0085 636-14 80.000 HR | 32.00000 2560.00| 39.20000 3136.00| FLAGGER | | | 0090 636-17 16.000 M | 115.00000 1840.00| 125.00000 2000.00| TEMPORARY CONCRETE BARRIERS | | | 0095 636-25B 168.000 DA | 5.00000 840.00| 2.27000 381.36| WARNING LIGHTS TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 9718328 COUNTIES : HARDY LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : Standard ==================================================================================================================================== |(1) 34-1632350 |(2) 55-0487806 | |B.B.R. DRILLING COMPANY |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 638-02 8.000 EA | 200.00000 1600.00| 55.00000 440.00| RIGHT OF WAY MARKERS | | | 0105 639-01 LUMP| 2500.00000 2500.00| 2600.00000 2600.00| CONSTRUCTION LAYOUT STAKES | | | 0110 642-13 LUMP| 1000.00000 1000.00| 1300.00000 1300.00| TEMPORARY POLLUTION CONTROL | | | 0115 308-07SG AA1 77.000 MGR | 30.00000 2310.00| 40.00000 3080.00| CLASS 7 AGGREGATE STONE OR GRAVEL | | | 0120 308-07S AA2 70.100 MGR | | | CLASS 7 AGGREGATE, SLAG | | | 0125 401-2(1)SG BB1 20.000 MGR | 170.00000 3400.00| 169.00000 3380.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0130 401-2(1)S BB2 18.200 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0135 401-3SG CC1 74.000 MGR | 135.00000 9990.00| 134.00000 9916.00| HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0140 401-3S CC2 67.340 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | SECTION TOTALS | $ 197,540.70| $ 327,435.07| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 197,540.70| $ 327,435.07| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 9717005 COUNTIES : HARRISON LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : WV 58 AT I-79 RAMPS PROJECT(S) : U317-0058/00-003.01 00 LOCATION: ANMOORE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 134,766.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 159,467.15 118.3289% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9717005 COUNTIES : HARRISON LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0646159 |(2) 55-0343932 | |WEST VIRGINIA SIGNAL & LIGHT|BAYLISS & RAMEY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204-01 LUMP| 7750.00000 7750.00| 3000.00000 3000.00| MOBILIZATION | | | 0010 636-11 6900.000 UN | 0.01000 69.00| 0.01000 69.00| TRAFFIC CONTROL DEVICE | | | 0015 636-14 200.000 HR | 0.01000 2.00| 0.10000 20.00| FLAGGER | | | 0020 636-21 8.000 DA | 10.00000 80.00| 30.00000 240.00| ELECTRIC ARROW | | | 0025 660-01 LUMP| 7500.00000 7500.00| 6995.00000 6995.00| SIGNAL CONTROLLERS 01 | | | 0030 660-01 LUMP| 6500.00000 6500.00| 7850.00000 7850.00| SIGNAL CONTROLLERS 02 | | | 0035 660-02LPSC 12.000 EA | 250.00000 3000.00| 136.50000 1638.00| TRAFFIC DETECTORS | | | 0040 660-03V305 53.000 EA | 175.00000 9275.00| 152.75000 8095.75| SIGNAL SECTIONS | | | 0050 660-04C1A 7.000 EA | 3750.00000 26250.00| 4465.00000 31255.00| SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0055 660-05H 19.000 EA | 1000.00000 19000.00| 1550.00000 29450.00| JUNCTION BOXES TYPE H | | | 0060 660-06 LUMP| 10000.00000 10000.00| 11881.00000 11881.00| SIGNAL INTERCONNECT 01 | | | 0065 660-07 LUMP| 15000.00000 15000.00| 17683.00000 17683.00| MISCELLANEOUS SIGNAL 01 | | | 0070 660-07 LUMP| 22500.00000 22500.00| 23072.00000 23072.00| MISCELLANEOUS SIGNAL 02 | | | 0075 660-16 1.000 EA | 2500.00000 2500.00| 11000.00000 11000.00| AREA MASTER CONTROLLER | | | 0080 660-17 LUMP| 250.00000 250.00| 150.00000 150.00| INTERSECTION PHONE SYSTEM | | | 0085 662-07250W 4.000 EA | 325.00000 1300.00| 750.00000 3000.00| LUMINAIRES (250W.) | | | 0090 662-14 LUMP| 500.00000 500.00| 175.00000 175.00| INCIDENTAL ELECTRICAL WORK | | | 0095 663-045 20.000 M | 20.00000 400.00| 23.65000 473.00| TYPE V CHANNELIZING LINES | | | 0100 663-055 68.000 M | 42.50000 2890.00| 50.30000 3420.40| TYPE V STOP LINES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/22/97 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9717005 COUNTIES : HARRISON LETTING DATE : 09/03/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0646159 |(2) 55-0343932 | |WEST VIRGINIA SIGNAL & LIGHT|BAYLISS & RAMEY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 134,766.00| $ 159,467.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 134,766.00| $ 159,467.15| ====================================================================================================================================