1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9707326 COUNTIES : CALHOUN LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : MILLSTONE-GRANTSVILLE ROAD PROJECT(S) : S307-0016/00-016.67 00 0STP 0016 110 EQ0 LOCATION: US 33 - 0.2 MI N CR 16/19 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 637,552.53 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 782,564.48 122.7450% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9707326 COUNTIES : CALHOUN LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURF , SHAL,GDRL | | | 0005 211-08 67.000 MGR | 72.98000 4889.66| 98.00000 6566.00| ROCK BORROW EXCAVATION | | | 0010 229-01 5.680 KM | 3811.45000 21649.04| 3400.00000 19312.00| SHOULDERS AND DITCHES | | | 0015 408-02 2934.000 L | 0.30000 880.20| 0.30000 880.20| BITUMINOUS MATERIAL | | | 0020 604-010400A2 178.400 M | 188.82000 33685.49| 270.00000 48168.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 0025 604-010450A2 188.800 M | 284.08000 53634.30| 460.00000 86848.00| METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0030 605-091 5.000 EA | 1977.53000 9887.65| 3400.00000 17000.00| TYPE G INLET, MODIFIED | | | 0035 607-011 2773.700 M | 34.28000 95082.44| 35.00000 97079.50| TYPE 1 GUARDRAIL, CLASS I | | | 0040 607-091 1367.820 M | 17.34000 23718.00| 20.00000 27356.40| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 607-101A 426.720 M | 3.47000 1480.72| 4.00000 1706.88| GUARDRAIL REMOVAL | | | 0050 607-25A 2.000 EA | 315.01000 630.02| 360.00000 720.00| CUT SLOPE TERMINAL, TYPE A | | | 0055 607-28 27.000 EA | 829.53000 22397.31| 950.00000 25650.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0060 607-31 5.000 EA | 2205.08000 11025.40| 2500.00000 12500.00| SPECIAL APPROACH END TERMINAL | | | 0065 622-03 2.000 EA | 185.00000 370.00| 240.00000 480.00| CANTILEVER MAILBOX SUPPORT | | | 0070 636-06 9.000 DA | 471.11000 4239.99| 690.00000 6210.00| PILOT TRUCK AND DRIVER | | | 0075 636-08 5680.000 M | 0.68000 3862.40| 0.75000 4260.00| TEMP PVMT MARKING-PAINT | | | 0080 636-11 6250.000 UN | 0.63000 3937.50| 0.01000 62.50| TRAFFIC CONTROL DEVICE | | | 0085 636-14 720.000 HR | 37.24000 26812.80| 42.00000 30240.00| FLAGGER | | | 0090 307-01SG AA1 1138.000 MGR | 50.10000 57013.80| 56.50000 64297.00| CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9707326 COUNTIES : CALHOUN LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 307-01S AA2 1036.000 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0100 308-01SG BB1 3368.000 MGR | 26.84000 90397.12| 26.00000 87568.00| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0105 308-01S BB2 3065.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0110 401-17SG CC1 184.000 MGR | 154.64000 28453.76| 325.00000 59800.00| HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL | | | 0115 401-17S CC2 168.000 MGR | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG | | | 0120 401-1(2)SG DD1 333.000 MGR | 70.08000 23336.64| 75.00000 24975.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0125 401-1(2)S DD2 304.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0130 401-2(1)SG EE1 2710.000 MGR | 43.24000 117180.40| 56.00000 151760.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0135 401-2(1)S EE2 2467.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0140 401-3SG FF1 73.000 MGR | 40.93000 2987.89| 125.00000 9125.00| HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0145 401-3S FF2 67.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | SECTION TOTALS | $ 637,552.53| $ 782,564.48| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 637,552.53| $ 782,564.48| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9712031 COUNTIES : MCDOWELL LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : PREMIER MOUNTAIN ROAD PROJECT(S) : S324-0052/00-016.25 00 00NH 0052 153 E00 LOCATION: DELTA 74 - 0.55 MI W WV 103 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 574,192.15 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9712031 COUNTIES : MCDOWELL LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : Standard ==================================================================================================================================== |(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 3R | | | 0005 204-01 LUMP| 12000.00000 12000.00| | MOBILIZATION | | | 0010 211-08 100.000 MGR | 90.00000 9000.00| | ROCK BORROW EXCAVATION | | | 0015 218-03 20.000 M3 | 205.00000 4100.00| | GABIONS | | | 0020 229-01 5.000 KM | 3000.00000 15000.00| | SHOULDERS AND DITCHES | | | 0025 408-02 7550.000 L | 0.01000 75.50| | BITUMINOUS MATERIAL | | | 0030 604-010600A2 18.000 M | 310.00000 5580.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0035 605-09 27.000 EA | 2925.00000 78975.00| | TYPE G INLET | | | 0040 605-12 2.000 EA | 2000.00000 4000.00| | ADJUSTING MISCELLANEOUS TYPES OF INLETS | | | 0045 607-011 3465.000 M | 31.95000 110706.75| | TYPE 1 GUARDRAIL, CLASS I | | | 0050 607-101 2052.000 M | 2.00000 4104.00| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0055 607-25A 1.000 EA | 306.50000 306.50| | CUT SLOPE TERMINAL, TYPE A | | | 0060 607-28 27.000 EA | 810.00000 21870.00| | MODIFIED ECCENTRIC LOADER TERMINAL | | | 0065 607-31 1.000 EA | 2145.00000 2145.00| | SPECIAL APPROACH END TERMINAL | | | 0070 636-06 35.000 DA | 400.00000 14000.00| | PILOT TRUCK AND DRIVER | | | 0075 636-08 17646.000 M | 0.80000 14116.80| | TEMP PVMT MARKING-PAINT | | | 0080 636-11 5635.000 UN | 0.01000 56.35| | TRAFFIC CONTROL DEVICE | | | 0085 636-14 1050.000 HR | 38.00000 39900.00| | FLAGGER | | | 0090 642-13 LUMP| 475.00000 475.00| | TEMPORARY POLLUTION CONTROL | | | 0095 308-01SG AA1 1075.000 MGR | 15.00000 16125.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9712031 COUNTIES : MCDOWELL LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 308-01S AA2 979.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0105 401-7SG BB1 1275.000 MGR | 43.25000 55143.75| | SRCATCH COURSE, STONE OR GRAVEL | | | 0110 401-7S BB2 1161.000 MGR | | | SCRATCH COURSE, SLAG | | | 0115 402-01(1)SG CC1 3850.000 MGR | 43.25000 166512.50| | HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0120 402-01(1)S CC2 3504.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 574,192.15| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 574,192.15| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9707718 COUNTIES : HAMPSHIRE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : MINERAL COUNTY LINE - ROMNEY ROAD PROJECT(S) : S314-0050/00-000.01 00 0STP 0050 136 EQ0 LOCATION: MINERAL CO LI - 0.24 MI E CR 50/29 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0465516 R. H. ARMSTRONG, INC. $ 795,865.32 100.0000% 2 52-0747947 CARL BELT, INC. $ 1,015,949.94 127.6535% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9707718 COUNTIES : HAMPSHIRE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0465516 |(2) 52-0747947 | |R. H. ARMSTRONG, INC. |CARL BELT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE, CORRECT DRAINGE,AND SAFETY MODIFICATIONS | | | 0005 201-01 1.000 LS | 2000.00000 2000.00| 51000.00000 51000.00| CLEARING AND GRUBBING | | | 0010 211-08 385.600 MGR | 40.00000 15424.00| 45.50000 17544.80| ROCK BORROW EXCAVATION | | | 0015 218-03 174.000 M3 | 180.00000 31320.00| 210.00000 36540.00| GABIONS | | | 0020 218-04500 194.000 M2 | 85.00000 16490.00| 100.00000 19400.00| CRUSHED ROCK SLOPE PROTECTION 500MM | | | 0025 240-010375 70.200 M | 45.00000 3159.00| 34.00000 2386.80| CLEANING CULVERTS 375MM | | | 0030 240-010450 66.300 M | 45.00000 2983.50| 34.00000 2254.20| CLEANING CULVERTS 450MM | | | 0035 240-010600 22.700 M | 45.00000 1021.50| 34.00000 771.80| CLEANING CULVERTS 600MM | | | 0040 408-02 8120.000 L | 0.40000 3248.00| 1.75000 14210.00| BITUMINOUS MATERIAL | | | 0045 601-02 20.380 M3 | 2500.00000 50950.00| 2500.00000 50950.00| CLASS B CONCRETE | | | 0050 604-010375A2 27.450 M | 130.00000 3568.50| 135.00000 3705.75| METALLIC COATED CORRUGATED STEEL PIPE, | | | 375MM, A2 | | | 0055 604-010450A2 25.500 M | 220.00000 5610.00| 185.00000 4717.50| METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0060 604-010600A2 2.500 M | 375.00000 937.50| 415.00000 1037.50| METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0065 604-090600 1.000 EA | 500.00000 500.00| 250.00000 250.00| END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0070 604-3703753 5.000 M | 325.00000 1625.00| 310.00000 1550.00| REINFORCED CONCRETE PIPE, 375MM, CLIII | | | 0075 604-3704503 38.500 M | 290.00000 11165.00| 325.00000 12512.50| REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0080 604-710450 3.000 EA | 900.00000 2700.00| 1030.00000 3090.00| SAFETY SLOPE END SECTION, RCP | | | 0085 605-04 1.000 EA | 2200.00000 2200.00| 1850.00000 1850.00| TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9707718 COUNTIES : HAMPSHIRE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0465516 |(2) 52-0747947 | |R. H. ARMSTRONG, INC. |CARL BELT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 605-09 10.000 EA | 1950.00000 19500.00| 2600.00000 26000.00| TYPE G INLET | | | 0095 605-19 1.000 EA | 500.00000 500.00| 475.00000 475.00| ADJUSTING TYPE B INLET | | | 0100 605-51-1 1.000 EA | 2500.00000 2500.00| 2400.00000 2400.00| SPECIAL TYPE U INLET | | | 0105 606-250150 6.500 M | 80.00000 520.00| 30.00000 195.00| UNDERDRAIN PIPE 150MM | | | 0110 607-011 1647.830 M | 36.50000 60145.80| 35.75000 58909.92| TYPE 1 GUARDRAIL, CLASS I | | | 0115 607-091 11.430 M | 18.00000 205.74| 17.00000 194.31| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0120 607-25A 1.000 EA | 440.00000 440.00| 415.00000 415.00| CUT SLOPE TERMINAL, TYPE A | | | 0125 607-28 17.000 EA | 785.00000 13345.00| 770.00000 13090.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0130 607-30 2.000 EA | 360.00000 720.00| 335.00000 670.00| SPECIAL TRAILING END TERMINAL | | | 0135 607-31 2.000 EA | 2200.00000 4400.00| 2050.00000 4100.00| SPECIAL APPROACH END TERMINAL | | | 0140 607-37 4.000 EA | 30.00000 120.00| 6.50000 26.00| BUFFER END SECTION | | | 0145 622-03 12.000 EA | 250.00000 3000.00| 215.00000 2580.00| CANTILEVER MAILBOX SUPPORT | | | 0150 636-06 80.000 DA | 1.00000 80.00| 335.00000 26800.00| PILOT TRUCK AND DRIVER | | | 0155 636-08 11111.500 M | 0.85000 9444.78| 0.77000 8555.86| TEMP PVMT MARKING-PAINT | | | 0160 636-11 6390.000 UN | 1.20000 7668.00| 2.05000 13099.50| TRAFFIC CONTROL DEVICE | | | 0165 636-14 1600.000 HR | 1.00000 1600.00| 32.25000 51600.00| FLAGGER | | | 0170 308-01S AA1 2857.400 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0175 308-01SG AA2 3140.000 MGR | 11.25000 35325.00| 19.50000 61230.00| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0180 308-09S BB1 81.900 MGR | | | CLASS 9 AGGREATE, SLAG | | | 0185 308-09SG BB2 90.000 MGR | 32.00000 2880.00| 48.25000 4342.50| CLASS 9 AGGREGATE STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9707718 COUNTIES : HAMPSHIRE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0465516 |(2) 52-0747947 | |R. H. ARMSTRONG, INC. |CARL BELT, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401-1(2)S CC1 6025.260 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0195 401-1(2)SG CC2 6310.000 MGR | 36.18000 228295.80| 38.90000 245459.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0200 401-3S DD1 916.680 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0205 401-3SG DD2 960.000 MGR | 38.68000 37132.80| 45.20000 43392.00| HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0210 401-7S EE1 1556.450 MGR | | | SCRATCH COURSE, SLAG | | | 0215 401-7SG EE2 1630.000 MGR | 38.58000 62885.40| 41.50000 67645.00| SRCATCH COURSE, STONE OR GRAVEL | | | 0220 402-011S FF1 3342.060 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | 0225 402-011SG FF2 3500.000 MGR | 42.93000 150255.00| 46.00000 161000.00| HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | SECTION TOTALS | $ 795,865.32| $ 1,015,949.94| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 795,865.32| $ 1,015,949.94| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9707308 COUNTIES : JACKSON LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : RIPLEY - SPENCER ROAD PROJECT(S) : S318-0033/00-014.69 00 0STP 0033 159 EQ0 LOCATION: 0.71 MI E CR 21 - CR 26 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 339,659.20 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 350,048.54 103.0587% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9707308 COUNTIES : JACKSON LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |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 211-08 145.000 MGR | 28.23000 4093.35| 52.00000 7540.00| ROCK BORROW EXCAVATION | | | 0010 229-01 5.010 KM | 4193.70000 21010.44| 3600.00000 18036.00| SHOULDERS AND DITCHES | | | 0015 408-02 4784.000 L | 0.27000 1291.68| 0.20000 956.80| BITUMINOUS MATERIAL | | | 0020 604-010400A2 84.800 M | 215.70000 18291.36| 210.00000 17808.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 0025 604-100375A2 24.400 M | 404.59000 9872.00| 210.00000 5124.00| METALLIC COATED CORRUGATED STEEL PIPE | | | ARCH, 425X325MM,A2 | | | 0030 605-091 3.000 EA | 2587.82000 7763.46| 2900.00000 8700.00| TYPE G INLET, MODIFIED | | | 0035 607-011 544.830 M | 34.40000 18742.15| 38.00000 20703.54| TYPE 1 GUARDRAIL, CLASS I | | | 0040 607-25A 2.000 EA | 367.70000 735.40| 450.00000 900.00| CUT SLOPE TERMINAL, TYPE A | | | 0045 607-28 3.000 EA | 840.45000 2521.35| 1000.00000 3000.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0050 622-03 12.000 EA | 122.62000 1471.44| 300.00000 3600.00| CANTILEVER MAILBOX SUPPORT | | | 0055 636-06 6.000 DA | 475.09000 2850.54| 725.00000 4350.00| PILOT TRUCK AND DRIVER | | | 0060 636-08 5015.000 M | 0.99000 4964.85| 1.25000 6268.75| TEMP PVMT MARKING-PAINT | | | 0065 636-11 4595.000 UN | 1.25000 5743.75| 0.01000 45.95| TRAFFIC CONTROL DEVICE | | | 0070 636-14 400.000 HR | 44.69000 17876.00| 43.55000 17420.00| FLAGGER | | | 0075 307-01SG AA1 39.000 MGR | 52.24000 2037.36| 125.00000 4875.00| CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 0080 307-01 AA2 36.000 M3 | | | CLASS I AGGREGATE BASE COURSE | | | 0085 308-01SG BB1 3308.000 MGR | 24.68000 81641.44| 18.00000 59544.00| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9707308 COUNTIES : JACKSON LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 308-01S BB2 3011.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0095 401-1(2)SG CC1 166.000 MGR | 59.74000 9916.84| 75.25000 12491.50| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0100 401-1(2)S CC2 152.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0105 401-17SG DD1 133.000 MGR | 171.65000 22829.45| 245.00000 32585.00| HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL | | | 0110 401-17S DD2 122.000 MGR | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG | | | 0115 401-3SG EE1 102.000 MGR | 34.69000 3538.38| 48.50000 4947.00| HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0120 401-3S EE2 93.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0125 402-01(1)SG FF1 2498.000 MGR | 41.02000 102467.96| 48.50000 121153.00| HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0130 402-01(1)S FF2 2274.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 339,659.20| $ 350,048.54| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 339,659.20| $ 350,048.54| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9707302 COUNTIES : PLEASANTS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PIKE STREET - MARYS ROAD PROJECT(S) : S337-0016/00-000.01 00 0STP 0016 109 EQ0 LOCATION: RITCHIE CO LI - CR 50/4 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 296,182.17 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 324,708.10 109.6312% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 371,386.35 125.3911% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9707302 COUNTIES : PLEASANTS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0583614 |(3) 55-0570769 |DODD GENERAL CONTRACTORS COR|CARL KELLY PAVING, INC. |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 211-08 317.000 MGR | 34.58000 10961.86| 37.19000 11789.23| 75.00000 23775.00 ROCK BORROW EXCAVATION | | | 0010 229-01 2.990 KM | 1566.89000 4685.00| 3054.20000 9132.06| 3200.00000 9568.00 SHOULDERS AND DITCHES | | | 0015 408-02 2934.000 L | 0.73000 2141.82| 0.30000 880.20| 0.30000 880.20 BITUMINOUS MATERIAL | | | 0020 604-010400A2 114.800 M | 228.10000 26185.88| 216.32000 24833.54| 250.00000 28700.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 0025 604-010450A2 51.900 M | 418.20000 21704.58| 304.14000 15784.87| 460.00000 23874.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0030 605-091 6.000 EA | 1705.00000 10230.00| 2712.12000 16272.72| 3200.00000 19200.00 TYPE G INLET, MODIFIED | | | 0035 607-011 749.940 M | 30.31000 22730.68| 38.50000 28872.69| 37.00000 27747.78 TYPE 1 GUARDRAIL, CLASS I | | | 0040 607-25A 4.000 EA | 302.75000 1211.00| 315.04000 1260.16| 400.00000 1600.00 CUT SLOPE TERMINAL, TYPE A | | | 0045 607-28 6.000 EA | 807.17000 4843.02| 840.11000 5040.66| 1000.00000 6000.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0050 614-1W310143 153.000 M | 265.37000 40601.61| 348.90000 53381.70| 400.00000 61200.00 STEEL PILES, W 310X143 | | | 0055 614-213 24.000 M2 | 196.83000 4723.92| 200.98000 4823.52| 216.00000 5184.00 STEEL LAGGING 13MM | | | 0060 622-03 17.000 EA | 100.82000 1713.94| 124.03000 2108.51| 380.00000 6460.00 CANTILEVER MAILBOX SUPPORT | | | 0065 636-06 5.000 DA | 595.00000 2975.00| 469.29000 2346.45| 725.00000 3625.00 PILOT TRUCK AND DRIVER | | | 0070 636-08 2995.000 M | 0.17000 509.15| 0.68000 2036.60| 0.70000 2096.50 TEMP PVMT MARKING-PAINT | | | 0075 636-11 5647.000 UN | 0.41000 2315.27| 0.55000 3105.85| 0.01000 56.47 TRAFFIC CONTROL DEVICE | | | 0080 636-14 425.000 HR | 40.11000 17046.75| 37.08000 15759.00| 42.00000 17850.00 FLAGGER | | | 0085 308-01SG AA1 2173.000 MGR | 20.23000 43959.79| 23.62000 51326.26| 19.05000 41395.65 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0090 308-01S AA2 1978.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9707302 COUNTIES : PLEASANTS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0583614 |(3) 55-0570769 |DODD GENERAL CONTRACTORS COR|CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401-17SG BB1 35.000 MGR | 428.26000 14989.10| 275.16000 9630.60| 480.00000 16800.00 HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL | | | 0100 401-17S BB2 32.000 MGR | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG | | | 0105 401-3SG CC1 13.000 MGR | 43.15000 560.95| 53.13000 690.69| 125.00000 1625.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0110 401-3S CC2 12.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0115 402-01(1)SG DD1 1439.000 MGR | 43.15000 62092.85| 45.61000 65632.79| 51.25000 73748.75 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0120 402-01(1)S DD2 1310.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 296,182.17| $ 324,708.10| $ 371,386.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 296,182.17| $ 324,708.10| $ 371,386.35 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9712032 COUNTIES : MERCER LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : BLUEWELL - MONTCALM ROAD PROJECT(S) : S328-0071/00-000.00 00 0STP 0071 015 EQ0 LOCATION: US 52 - CR 15 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0421250 BLUESTONE PAVING, INC. $ 347,201.47 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 352,832.17 101.6217% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9712032 COUNTIES : MERCER LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0421250 |(2) 55-0570769 | |BLUESTONE PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 3R | | | 0005 204-01 LUMP| 6000.00000 6000.00| 7351.84000 7351.84| MOBILIZATION | | | 0010 207-01 14.500 M3 | 20.00000 290.00| 73.54000 1066.33| UNCLASSIFIED EXCAVATION | | | 0015 211-08 9.000 MGR | 25.00000 225.00| 98.16000 883.44| ROCK BORROW EXCAVATION | | | 0020 229-01 4.840 KM | 2500.00000 12100.00| 3114.77000 15075.49| SHOULDERS AND DITCHES | | | 0025 408-02 5633.000 L | 0.01000 56.33| 0.17000 957.61| BITUMINOUS MATERIAL | | | 0030 409-02 54.000 L | 0.01000 0.54| 0.17000 9.18| BITUMINOUS MATERIAL PRIME | | | 0035 604-010450A2 1.500 M | 200.00000 300.00| 379.94000 569.91| METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0040 604-010600A2 95.000 M | 300.00000 28500.00| 390.01000 37050.95| METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0045 604-090600 1.000 EA | 1500.00000 1500.00| 445.20000 445.20| END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0050 604-10888 13.000 M | 500.00000 6500.00| 681.03000 8853.39| METALLIC COATED CORRUGATED STEEL PIPE, | | | 1050X725MM | | | 0055 605-09 19.000 EA | 3500.00000 66500.00| 3611.01000 68609.19| TYPE G INLET | | | 0060 607-011 671.000 M | 40.00000 26840.00| 38.28000 25685.88| TYPE 1 GUARDRAIL, CLASS I | | | 0065 607-091 19.800 M | 16.00000 316.80| 11.93000 236.21| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0070 607-103 45.200 M | 4.50000 203.40| 4.25000 192.10| TYPE 3 GUARDRAIL REMOVAL AND STORAGE | | | 0075 607-25A 1.000 EA | 385.00000 385.00| 363.09000 363.09| CUT SLOPE TERMINAL, TYPE A | | | 0080 607-28 13.000 EA | 900.00000 11700.00| 829.93000 10789.09| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0085 607-31 5.000 EA | 2400.00000 12000.00| 2178.55000 10892.75| SPECIAL APPROACH END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9712032 COUNTIES : MERCER LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0421250 |(2) 55-0570769 | |BLUESTONE PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 607-43 33.000 EA | 20.00000 660.00| 15.56000 513.48| STEEL POST 2.4M | | | 0095 622-03 90.000 EA | 70.00000 6300.00| 177.97000 16017.30| CANTILEVER MAILBOX SUPPORT | | | 0100 636-06 25.000 DA | 200.00000 5000.00| 0.01000 0.25| PILOT TRUCK AND DRIVER | | | 0105 636-08 4840.000 M | 1.15000 5566.00| 0.99000 4791.60| TEMP PVMT MARKING-PAINT | | | 0110 636-11 3186.000 UN | 0.50000 1593.00| 0.85000 2708.10| TRAFFIC CONTROL DEVICE | | | 0115 636-14 500.000 HR | 28.00000 14000.00| 0.01000 5.00| FLAGGER | | | 0120 642-13 LUMP| 1.00000 1.00| 506.20000 506.20| TEMPORARY POLLUTION CONTROL | | | 0125 307-01SG AA1 15.400 MGR | 30.00000 462.00| 79.08000 1217.83| CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 0130 307-01S AA2 14.100 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0135 308-01SG BB1 750.000 MGR | 17.50000 13125.00| 15.40000 11550.00| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0140 308-01S BB2 684.800 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0145 401-1(1)SG CC1 14.200 MGR | 37.00000 525.40| 101.82000 1445.84| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0150 401-1(1)S CC2 12.900 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0155 401-7SG DD1 606.000 MGR | 37.00000 22422.00| 38.17000 23131.02| SRCATCH COURSE, STONE OR GRAVEL | | | 0160 401-7S DD2 553.000 MGR | | | SCRATCH COURSE, SLAG | | | 0165 402-01(1)SG EE1 2670.000 MGR | 39.00000 104130.00| 38.17000 101913.90| HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0170 402-01(1)S EE2 2438.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 347,201.47| $ 352,832.17| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 347,201.47| $ 352,832.17| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9707336 COUNTIES : PUTNAM LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : PLINY - MASON COUNTY LINE ROAD PROJECT(S) : S340-0035/00-021.21 00 00NH 0035 108 E00 LOCATION: CR 9 - MASON CO LI 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 232,272.65 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9707336 COUNTIES : PUTNAM LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : Standard ==================================================================================================================================== |(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 4.170 KM | 3675.00000 15324.75| | SHOULDERS AND DITCHES | | | 0010 408-02 5776.000 L | 0.20000 1155.20| | BITUMINOUS MATERIAL | | | 0015 409-02 550.000 L | 0.20000 110.00| | BITUMINOUS MATERIAL PRIME | | | 0020 604-010450A2 3.050 M | 400.00000 1220.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0025 607-011 422.450 M | 34.00000 14363.30| | TYPE 1 GUARDRAIL, CLASS I | | | 0030 607-101 175.260 M | 6.00000 1051.56| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0035 607-25A 1.000 EA | 500.00000 500.00| | CUT SLOPE TERMINAL, TYPE A | | | 0040 607-28 12.000 EA | 900.00000 10800.00| | MODIFIED ECCENTRIC LOADER TERMINAL | | | 0045 622-03 28.000 EA | 295.00000 8260.00| | CANTILEVER MAILBOX SUPPORT | | | 0050 636-06 15.000 DA | 200.00000 3000.00| | PILOT TRUCK AND DRIVER | | | 0055 636-08 8346.000 M | 0.80000 6676.80| | TEMP PVMT MARKING-PAINT | | | 0060 636-11 3059.000 UN | 0.01000 30.59| | TRAFFIC CONTROL DEVICE | | | 0065 636-14 300.000 HR | 38.00000 11400.00| | FLAGGER | | | 0070 636-22 50.000 DA | 130.00000 6500.00| | CHANGEABLE MESSAGE SIGN | | | 0075 308-01SG AA1 1180.000 MGR | 22.85000 26963.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0080 308-01S AA2 1085.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0085 401-7SG BB1 1013.000 MGR | 40.65000 41178.45| | SRCATCH COURSE, STONE OR GRAVEL | | | 0090 401-7S BB2 932.000 MGR | | | SCRATCH COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9707336 COUNTIES : PUTNAM LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 402-01(1)SG CC1 2060.000 MGR | 40.65000 83739.00| | HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0100 402-01(1)S CC2 1906.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 232,272.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 232,272.65| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9619819 COUNTIES : LOGAN LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MINGO COUNTY LINE - LOGAN ROAD PROJECT(S) : E323-0044/00-E04.41 00 00ER 0596 002 E00 LOCATION: US 52 - US 119 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0417282 TURMAN CONSTRUCTION CO. $ 296,030.63 100.0000% 2 34-1632350 B.B.R. DRILLING COMPANY, PAUL C. BALCAR, DBA $ 425,753.40 143.8207% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9619819 COUNTIES : LOGAN LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0417282 |(2) 34-1632350 | |TURMAN CONSTRUCTION CO. |B.B.R. DRILLING 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 | 7500.00000 7500.00| 16000.00000 16000.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 15000.00000 15000.00| 44800.00000 44800.00| MOBILIZATION | | | 0015 207-01 946.000 M3 | 15.00000 14190.00| 20.00000 18920.00| UNCLASSIFIED EXCAVATION | | | 0020 207-02 65.000 M3 | 60.00000 3900.00| 78.50000 5102.50| SUBGRADE | | | 0025 212-05 110.000 M3 | 75.00000 8250.00| 79.00000 8690.00| SELECT MATERIAL FOR BACKFILLING | | | 0030 218-08 2383.000 MGR | 25.00000 59575.00| 30.00000 71490.00| SHOT ROCK | | | 0035 229-01 0.660 KM | 10000.00000 6600.00| 12500.00000 8250.00| SHOULDERS AND DITCHES | | | 0040 408-02 96.000 L | 0.50000 48.00| 1.00000 96.00| BITUMINOUS MATERIAL | | | 0045 409-02 148.000 L | 0.50000 74.00| 1.00000 148.00| BITUMINOUS MATERIAL PRIME | | | 0050 604-100725B2 7.000 M | 350.00000 2450.00| 500.00000 3500.00| METALLIC COATED CORRUGATED STEEL PIPE | | | ARCH 900X550MM, B2 | | | 0055 604-101025B2 7.000 M | 350.00000 2450.00| 800.00000 5600.00| METALLIC COATED CORRUGATED STEEL PIPE | | | ARCHM 1225X825MM, A2 | | | 0060 607-011 15.244 M | 125.00000 1905.50| 150.65000 2296.51| TYPE 1 GUARDRAIL, CLASS I | | | 0065 607-091 110.495 M | 13.50000 1491.68| 23.00000 2541.39| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0070 607-28 1.000 EA | 800.00000 800.00| 920.00000 920.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0075 607-35 10.000 EA | 8.00000 80.00| 46.00000 460.00| GUARDRAIL ELEMENT | | | 0080 607-39 50.000 EA | 10.00000 500.00| 4.03000 201.50| TREATED WOOD BLOCK 150X150X350MM | | | 0085 607-46 50.000 EA | 25.00000 1250.00| 16.10000 805.00| TREATED WOOD POST 175MM ROUND X 1.8M | | | 0090 614-1W310117 493.000 M | 185.00000 91205.00| 280.00000 138040.00| STEEL PILES, W 310X117 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9619819 COUNTIES : LOGAN LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0417282 |(2) 34-1632350 | |TURMAN CONSTRUCTION CO. |B.B.R. DRILLING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 614-3 102.000 M2 | 45.00000 4590.00| 136.00000 13872.00| CONCRETE LAGGING | | | 0100 636-11 880.000 UN | 2.25000 1980.00| 5.00000 4400.00| TRAFFIC CONTROL DEVICE | | | 0105 636-14 680.000 HR | 35.00000 23800.00| 35.00000 23800.00| FLAGGER | | | 0110 307-01SG AA1 65.000 MGR | 26.45000 1719.25| 30.50000 1982.50| CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 0115 307-01S AA2 59.000 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0120 308-01SG BB1 1136.000 MGR | 26.45000 30047.20| 30.50000 34648.00| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0125 308-01S BB2 1035.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0130 401-1(1)SG CC1 80.000 MGR | 175.00000 14000.00| 202.00000 16160.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0135 401-1(1)S CC2 73.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0140 401-2(1)SG DD1 15.000 MGR | 175.00000 2625.00| 202.00000 3030.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0145 401-2(1)S DD2 14.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 296,030.63| $ 425,753.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 296,030.63| $ 425,753.40| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9712026 COUNTIES : RALEIGH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : NAOMA - ROCK CREEK ROAD PROJECT(S) : S341-0003/00-010.08 00 0STP 0003 078 EQ0 LOCATION: CR 3/4 - CR 3/8 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 842,875.17 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9712026 COUNTIES : RALEIGH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : Standard ==================================================================================================================================== |(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 3R | | | 0005 204-01 LUMP| 36859.92000 36859.92| | MOBILIZATION | | | 0010 211-08 35.000 MGR | 98.16000 3435.60| | ROCK BORROW EXCAVATION | | | 0015 229-01 6.083 KM | 3143.28000 19120.57| | SHOULDERS AND DITCHES | | | 0020 408-02 6250.000 L | 0.19000 1187.50| | BITUMINOUS MATERIAL | | | 0025 604-010400A2 16.240 M | 276.70000 4493.61| | METALLIC COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 0030 604-010450A2 19.280 M | 285.54000 5505.21| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0035 604-010750A2 3.050 M | 214.14000 653.13| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 750MM, A2 | | | 0040 604-100450A2 24.400 M | 267.87000 6536.03| | METALLIC COATED CORRUGATED STEEL PIPE | | | ARCH, 525X375MM, A2 | | | 0045 605-09 12.000 EA | 3332.59000 39991.08| | TYPE G INLET | | | 0050 607-011 2666.910 M | 38.85000 103609.45| | TYPE 1 GUARDRAIL, CLASS I | | | 0055 607-091 2024.370 M | 10.56000 21377.35| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607-101 1059.180 M | 3.85000 4077.84| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0065 607-25A 5.000 EA | 350.01000 1750.05| | CUT SLOPE TERMINAL, TYPE A | | | 0070 607-28 20.000 EA | 921.69000 18433.80| | MODIFIED ECCENTRIC LOADER TERMINAL | | | 0075 607-31 4.000 EA | 2450.05000 9800.20| | SPECIAL APPROACH END TERMINAL | | | 0080 636-06 25.000 DA | 300.00000 7500.00| | PILOT TRUCK AND DRIVER | | | 0085 636-08 6083.000 M | 1.11000 6752.13| | TEMP PVMT MARKING-PAINT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9712026 COUNTIES : RALEIGH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636-11 17365.000 UN | 0.98000 17017.70| | TRAFFIC CONTROL DEVICE | | | 0095 636-14 600.000 HR | 0.01000 6.00| | FLAGGER | | | 0100 642-13 LUMP| 800.00000 800.00| | TEMPORARY POLLUTION CONTROL | | | 0105 308-01SG AA1 2700.000 MGR | 20.18000 54486.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0110 308-01S AA2 2639.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0115 401-17SG BB1 1000.000 MGR | 138.16000 138160.00| | HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL | | | 0120 401-17S BB2 910.000 MGR | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG | | | 0125 401-1(2)SG CC1 4450.000 MGR | 41.88000 186366.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0130 401-1(2)S CC2 4050.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0135 401-2(1)SG DD1 3050.000 MGR | 41.88000 127734.00| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0140 401-2(1)S DD2 2776.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0145 401-3SG EE1 650.000 MGR | 41.88000 27222.00| | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0150 401-3S EE2 592.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | SECTION TOTALS | $ 842,875.17| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 842,875.17| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 9707328 COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PARKERSBURG - WAVERLY ROAD PROJECT(S) : S354-0002/00-023.06 00 00NH 0002 282 E00 LOCATION: WV 68 - WV 31 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 328,323.03 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 335,497.98 102.1853% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9707328 COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURF (1"), GDRL | | | 0005 211-08 418.000 MGR | 40.32000 16853.76| 39.00000 16302.00| ROCK BORROW EXCAVATION | | | 0010 229-01 3.040 KM | 4238.14000 12883.95| 4800.00000 14592.00| SHOULDERS AND DITCHES | | | 0015 408-02 5336.000 L | 0.26000 1387.36| 0.20000 1067.20| BITUMINOUS MATERIAL | | | 0020 604-010400A2 77.600 M | 217.72000 16895.07| 220.00000 17072.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 0025 605-091 3.000 EA | 2922.50000 8767.50| 3100.00000 9300.00| TYPE G INLET, MODIFIED | | | 0030 605-24 1.000 EA | 1187.26000 1187.26| 2100.00000 2100.00| ADJUSTING TYPE G INLET | | | 0035 605-41375150 11.600 M | 352.74000 4091.78| 605.00000 7018.00| SLOT INLET, 375MM, 150MM | | | 0040 607-011 651.600 M | 38.59000 25145.24| 38.00000 24760.80| TYPE 1 GUARDRAIL, CLASS I | | | 0045 607-091 49.600 M | 10.44000 517.82| 13.00000 644.80| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0050 607-101A 171.500 M | 3.47000 595.11| 5.00000 857.50| GUARDRAIL REMOVAL | | | 0055 607-28 18.000 EA | 1107.45000 19934.10| 1100.00000 19800.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0060 607-31 3.000 EA | 2873.12000 8619.36| 2700.00000 8100.00| SPECIAL APPROACH END TERMINAL | | | 0065 622-03 48.000 EA | 169.26000 8124.48| 325.00000 15600.00| CANTILEVER MAILBOX SUPPORT | | | 0070 636-06 5.000 DA | 469.35000 2346.75| 680.00000 3400.00| PILOT TRUCK AND DRIVER | | | 0075 636-08 8232.000 M | 0.92000 7573.44| 0.85000 6997.20| TEMP PVMT MARKING-PAINT | | | 0080 636-11 9873.000 UN | 1.23000 12143.79| 0.01000 98.73| TRAFFIC CONTROL DEVICE | | | 0085 636-14 500.000 HR | 47.09000 23545.00| 42.00000 21000.00| FLAGGER | | | 0090 307-01SG AA1 53.000 MGR | 56.87000 3014.11| 122.00000 6466.00| CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9707328 COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 307-01S AA2 49.000 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0100 308-01SG BB1 1775.000 MGR | 24.90000 44197.50| 24.00000 42600.00| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0105 308-01S BB2 1616.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0110 401-1(2)SG CC1 15.000 MGR | 74.03000 1110.45| 145.00000 2175.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0115 401-1(2)S CC2 14.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0120 401-7SG DD1 7.000 MGR | 383.44000 2684.08| 280.00000 1960.00| SRCATCH COURSE, STONE OR GRAVEL | | | 0125 401-7S DD2 6.100 MGR | | | SCRATCH COURSE, SLAG | | | 0130 402-01(1)SG EE1 2657.000 MGR | 40.16000 106705.12| 42.75000 113586.75| HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0135 402-01(1)S EE2 2418.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 328,323.03| $ 335,497.98| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 328,323.03| $ 335,497.98| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 9719104 COUNTIES : BOONE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : LOGAN COUNTY LINE - MADISON ROAD PROJECT(S) : S303-0119/00-004.40 00 00NH 0119 108 E00 LOCATION: O.06 MI N CR 119/34 - CR 16 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,516,410.08 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9719104 COUNTIES : BOONE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(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 3R | | | 0005 204-01 LUMP| 3994.12000 3994.12| | MOBILIZATION | | | 0010 229-01 3.800 LM | 5535.21000 21033.80| | SHOULDERS AND DITCHES | | | 0015 408-02 6400.000 GA | 0.81000 5184.00| | BITUMINOUS MATERIAL | | | 0020 507-02 10.000 TN | 250.00000 2500.00| | CRACK AND POTHOLE REPAIR | | | 0025 605-24 1.000 EA | 2939.60000 2939.60| | ADJUSTING TYPE G INLET | | | 0030 605-24-1 6.000 EA | 565.55000 3393.30| | ADJUSTING TYPE G INLET, MODIFIED | | | 0035 607-01(I) 15718.000 LF | 10.02000 157494.36| | TYPE 1 GUARDRAIL | | | 0040 607-10-1 15718.000 LF | 1.29000 20276.22| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0045 607-28 7.000 EA | 900.61000 6304.27| | MODIFIED ECCENTRIC LOADER TERMINAL | | | 0050 607-30 6.000 EA | 467.19000 2803.14| | SPECIAL TRAILING END TERMINAL | | | 0055 636-08 106300.000 LF | 0.39000 41457.00| | TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0060 636-11 48670.000 UN | 1.35000 65704.50| | TRAFFIC CONTROL DEVICES | | | 0065 636-14 100.000 HR | 39.67000 3967.00| | FLAGGER | | | 0070 636-21 60.000 DA | 22.52000 1351.20| | ELECTRIC ARROW | | | 0075 636-22 74.000 DA | 112.58000 8330.92| | CHANGABLE MESSAGE SIGN | | | 0080 663-01-1(II)W 30400.000 LF | 0.17000 5168.00| | EDGE LINE, WHITE | | | 0085 663-01-1(II)Y 30400.000 LF | 0.17000 5168.00| | EDGE LINE, YELLOW | | | 0090 663-02-1(V)W 7600.000 LF | 2.81000 21356.00| | LANE LINE OR CENTERLINE, WHITE | | | 0095 663-05(V) 150.000 LF | 12.95000 1942.50| | TYPE V, STOP LINES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9719104 COUNTIES : BOONE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 308-01SG AA1 4735.000 TN | 18.79000 88970.65| | CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0105 308-01S AA2 4307.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0110 401-1(1)SG BB1 21200.000 TN | 30.63000 649356.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0115 401-1(1)S BB2 19295.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0120 401-2(1)SG CC1 1860.000 TN | 38.46000 71535.60| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0125 401-2(1)S CC2 1690.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0130 402-01(1)SG DD1 5130.000 TN | 37.24000 191041.20| | HMA SKID PVT, (W-1) ST OR GR | | | 0135 402-01(1)S DD2 4670.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0140 407-2(3)SG EE1 3490.000 TN | 38.46000 134225.40| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0145 407-2(3)S EE2 3175.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0150 308-07SG FF1 10.000 TN | 91.33000 913.30| | CLASS 7 AGGREGATE, STONE OR GRAVEL | | | 0155 308-07S FF2 9.000 TN | | | CLASS 7 AGGREGATE, SLAG | | | SECTION TOTALS | $ 1,516,410.08| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,516,410.08| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 9707330 COUNTIES : RANDOLPH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : CHEAT MOUNTAIN TO HUTTONSVILLE PROJECT(S) : S342-0250/00-006.00 00 0STP 0250 101 EQ0 LOCATION: JCT USFS 92 - JCT USFS 26 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0465516 R. H. ARMSTRONG, INC. $ 433,331.11 100.0000% 2 55-0366876 KERMIT BUTCHER $ 461,782.12 106.5656% 3 55-0328627 J. F. ALLEN COMPANY $ 514,699.37 118.7773% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9707330 COUNTIES : RANDOLPH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0465516 |(2) 55-0366876 |(3) 55-0328627 |R. H. ARMSTRONG, INC. |KERMIT BUTCHER |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING,WIDENING,PAVED SHOULDER AREAS,STONE SHOULDERS AND GUARDRAIL | | | 0005 203-01 LUMP| 1000.00000 1000.00| 3300.00000 3300.00| 2300.00000 2300.00 DISMANTLING STRUCTURES 1 | | | 0010 203-01 LUMP| 1000.00000 1000.00| 3300.00000 3300.00| 2300.00000 2300.00 DISMANTLING STRUCTURES 2 | | | 0015 203-01 LUMP| 1000.00000 1000.00| 3300.00000 3300.00| 2300.00000 2300.00 DISMANTLING STRUCTURES 3 | | | 0020 211-08 52.000 MGR | 35.00000 1820.00| 27.56000 1433.12| 50.00000 2600.00 ROCK BORROW EXCAVATION | | | 0025 408-02 6000.000 L | 0.25000 1500.00| 0.35000 2100.00| 0.30000 1800.00 BITUMINOUS MATERIAL | | | 0030 604-3712003 15.240 M | 600.00000 9144.00| 605.00000 9220.20| 632.50000 9639.30 REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | III | | | 0035 604-50450 158.510 M | 245.00000 38834.95| 286.00000 45333.86| 201.25000 31900.14 CORRUGATED POLYETHYLENE PIPE, 450MM | | | 0040 604-50600 195.090 M | 265.00000 51698.85| 385.00000 75109.65| 402.50000 78523.73 CORRUGATED POLYETHYLENE PIPE | | | 0045 605-09 7.000 EA | 2100.00000 14700.00| 1980.00000 13860.00| 2300.00000 16100.00 TYPE G INLET | | | 0050 607-011 34.290 M | 100.00000 3429.00| 66.00000 2263.14| 97.25000 3334.70 TYPE 1 GUARDRAIL, CLASS I | | | 0055 607-091 129.540 M | 18.00000 2331.72| 12.10000 1567.44| 10.50000 1360.17 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607-101 22.860 M | 6.50000 148.59| 4.40000 100.59| 5.25000 120.02 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0065 607-25A 1.000 EA | 500.00000 500.00| 275.00000 275.00| 420.00000 420.00 CUT SLOPE TERMINAL, TYPE A | | | 0070 607-28 1.000 EA | 1000.00000 1000.00| 1320.00000 1320.00| 834.75000 834.75 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0075 636-06 30.000 DA | 100.00000 3000.00| 350.00000 10500.00| 400.00000 12000.00 PILOT TRUCK AND DRIVER | | | 0080 636-11 2860.000 UN | 1.50000 4290.00| 1.20000 3432.00| 1.25000 3575.00 TRAFFIC CONTROL DEVICE | | | 0085 636-14 600.000 HR | 10.00000 6000.00| 32.50000 19500.00| 40.00000 24000.00 FLAGGER | | | 0090 663-0102W 12.480 KM | 325.00000 4056.00| 305.80000 3816.39| 292.00000 3644.16 EDGE LINE WHITE TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9707330 COUNTIES : RANDOLPH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0465516 |(2) 55-0366876 |(3) 55-0328627 |R. H. ARMSTRONG, INC. |KERMIT BUTCHER |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 663-0202Y 6.240 KM | 425.00000 2652.00| 402.60000 2512.23| 385.00000 2402.40 LANE LINE OR CENTER LINE YELLOW TYPE II | | | 0100 308-08SG AA1 3950.000 MGR | 12.50000 49375.00| 9.92000 39184.00| 15.80000 62410.00 CLASS 8 AGGREGATE STONE OR GRAVEL | | | 0105 308-08S AA2 3595.000 MGR | | | CLASS 8 AGGREATE, SLAG | | | 0110 401-1(1)SG BB1 2200.000 MGR | 35.00000 77000.00| 35.83000 78826.00| 52.40000 115280.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0115 401-1(1)S BB2 2002.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0120 401-2(1)SG CC1 2650.000 MGR | 40.38000 107007.00| 35.83000 94949.50| 34.90000 92485.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0125 401-2(1)S CC2 2411.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0130 407-7SG DD1 1300.000 MGR | 39.88000 51844.00| 35.83000 46579.00| 34.90000 45370.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0135 407-7S DD2 1183.000 MGR | | | SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 433,331.11| $ 461,782.12| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 433,331.11| $ 461,782.12| $ 0.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PIKE STREET, BROADWAY & 16TH AVENUE PROJECT(S) : S354-0A14/00-000.00 00 0STP 0014 038 EQ0 LOCATION: WV 14 - 0.92 MI N WV 14 S354-0A14/00-000.00 02 0NFA 0014 043 000 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 2,217,080.31 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 2,355,814.74 106.2575% 3 31-1316393 AHERN & ASSOCIATES, INC. $ 2,510,000.00 113.2119% 4 55-0583614 CARL KELLY PAVING, INC. $ 2,532,715.23 114.2365% 5 55-0417282 TURMAN CONSTRUCTION CO. $ 2,577,800.25 116.2700% 6 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 2,879,536.44 129.8796% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-4444098 |(3) 31-1316393 |MOUNTAINEER CONTRACTORS, INC|ALAN STONE CO., INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIKE STREET - ROADWAY | | | 0005 207-01 837.000 CY | 30.00000 25110.00| 23.00000 19251.00| 30.00000 25110.00 UNCLASSIFIED EXCAVATION | | | 0010 207-34 6696.000 SY | 1.00000 6696.00| 1.33000 8905.68| 1.10000 7365.60 FABRIC FOR SEPARATION | | | 0015 211-01 424.000 CY | 10.00000 4240.00| 12.41000 5261.84| 30.00000 12720.00 UNCLASSIFIED BORROW EXCAVATION | | | 0020 211-08 132.000 TN | 42.00000 5544.00| 26.00000 3432.00| 40.00000 5280.00 ROCK BORROW EXCAVATION | | | 0025 229-01 0.590 LM | 6500.00000 3835.00| 24300.00000 14337.00| 19000.00000 11210.00 SHOULDERS AND DITCHES | | | 0030 311-06 586.000 CY | 71.99000 42186.14| 78.00000 45708.00| 90.00000 52740.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0035 408-02 411.000 GA | 3.50000 1438.50| 3.77000 1549.47| 3.50000 1438.50 BITUMINOUS MATERIAL | | | 0040 415-01 743.000 SY | 8.00000 5944.00| 5.88000 4368.84| 9.76000 7251.68 REMOVE BITUMINOUS CONCRETE SURFACE | | | 0045 601-02 7.400 CY | 800.00000 5920.00| 1300.00000 9620.00| 1700.00000 12580.00 CLASS B CONCRETE | | | 0050 604-01(15)A2 68.000 LF | 43.00000 2924.00| 26.00000 1768.00| 60.00000 4080.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0055 604-01(18)A2 20.000 LF | 50.00000 1000.00| 27.00000 540.00| 62.00000 1240.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0060 604-01(24)A2 54.000 LF | 63.00000 3402.00| 33.00000 1782.00| 85.00000 4590.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0065 604-37(15)III 134.000 LF | 50.00000 6700.00| 36.00000 4824.00| 90.00000 12060.00 REINFORCED CONCRETE PIPE | | | 0070 604-37(18)III 232.000 LF | 55.00000 12760.00| 38.00000 8816.00| 110.00000 25520.00 REINFORCED CONCRETE PIPE | | | 0075 604-37(24)III 156.000 LF | 60.00000 9360.00| 43.00000 6708.00| 110.00000 17160.00 REINFORCED CONCRETE PIPE | | | 0080 604-37(30)III 38.000 LF | 80.00000 3040.00| 58.00000 2204.00| 160.00000 6080.00 REINFORCED CONCRETE PIPE | | | 0085 604-37(36)III 63.000 LF | 90.00000 5670.00| 78.00000 4914.00| 190.00000 11970.00 REINFORCED CONCRETE PIPE | | | 0090 604-70(10X3) 156.000 LF | 500.00000 78000.00| 637.00000 99372.00| 700.00000 109200.00 PRECAST CONCRETE BOX CULVERT | | | 0095 604-71(24) 4.000 EA | 1500.00000 6000.00| 712.00000 2848.00| 900.00000 3600.00 SAFETY SLOPE END SECTION FOR RCP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-4444098 |(3) 31-1316393 |MOUNTAINEER CONTRACTORS, INC|ALAN STONE CO., INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 604-71(30) 1.000 EA | 2500.00000 2500.00| 837.00000 837.00| 2000.00000 2000.00 SAFETY SLOPE END SECTION FOR RCP | | | 0105 604-72(18) 4.000 EA | 900.00000 3600.00| 430.00000 1720.00| 500.00000 2000.00 SAFETY SLOPE END SECTION FOR CSP | | | 0110 604-72(24) 5.000 EA | 1500.00000 7500.00| 725.00000 3625.00| 800.00000 4000.00 SAFETY SLOPE END SECTION FOR CSP | | | 0115 60410(17X13A2 48.000 LF | 105.00000 5040.00| 39.67000 1904.16| 80.00000 3840.00 METALLIC COATED CORRUGATED STEEL PIPE | | | ARCH | | | 0120 6044123X14H3 72.000 LF | 70.00000 5040.00| 61.00000 4392.00| 120.00000 8640.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0125 6044145X29H3 100.000 LF | 100.00000 10000.00| 97.00000 9700.00| 171.80000 17180.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0130 6044160X38H4 662.000 LF | 200.00000 132400.00| 212.00000 140344.00| 250.00000 165500.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0135 6044168X43H4 576.000 LF | 245.00000 141120.00| 261.00000 150336.00| 390.00000 224640.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0140 6044176X48H4 500.000 LF | 275.00000 137500.00| 274.00000 137000.00| 150.00000 75000.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0145 605-01 1.000 EA | 2400.00000 2400.00| 2508.79000 2508.79| 3000.00000 3000.00 TYPE A MANHOLE | | | 0150 605-04 6.000 EA | 1600.00000 9600.00| 1540.00000 9240.00| 1700.00000 10200.00 TYPE B INLET | | | 0155 605-06 4.000 EA | 2100.00000 8400.00| 2000.00000 8000.00| 3300.00000 13200.00 TYPE D INLET | | | 0160 605-07-1 2.000 EA | 4900.00000 9800.00| 4600.00000 9200.00| 4200.00000 8400.00 TYPE E INLET, MODIFIED | | | 0165 605-08 1.000 EA | 2800.00000 2800.00| 2788.00000 2788.00| 3700.00000 3700.00 TYPE F INLET | | | 0170 605-08-1 8.000 EA | 9500.00000 76000.00| 8500.00000 68000.00| 9400.00000 75200.00 TYPE F INLET, MODIFIED | | | 0175 605-09 3.000 EA | 2000.00000 6000.00| 1766.00000 5298.00| 2700.00000 8100.00 TYPE G INLET | | | 0180 605-09-1 3.000 EA | 2100.00000 6300.00| 1812.00000 5436.00| 2700.00000 8100.00 TYPE G INLET, MODIFIED | | | 0185 605-41(15)(6) 32.000 LF | 80.00000 2560.00| 79.00000 2528.00| 125.00000 4000.00 SLOT INLET | | | 0190 605-41(18)(6) 28.000 LF | 82.00000 2296.00| 89.00000 2492.00| 95.00000 2660.00 SLOT INLET | | | 0195 605-41(24)(6) 128.000 LF | 85.00000 10880.00| 98.00000 12544.00| 115.00000 14720.00 SLOT INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-4444098 |(3) 31-1316393 |MOUNTAINEER CONTRACTORS, INC|ALAN STONE CO., INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 606-01(6) 2260.000 LF | 8.00000 18080.00| 7.89000 17831.40| 8.00000 18080.00 METALLIC COATED CORRUGATED STEEL PIPE | | | FOR UNDERDRAINS | | | 0205 607-01(I) 50.000 LF | 54.00000 2700.00| 49.00000 2450.00| 55.00000 2750.00 TYPE 1 GUARDRAIL | | | 0210 607-10-1 37.500 LF | 2.00000 75.00| 3.30000 123.75| 2.50000 93.75 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0215 608-08(4F) 120.000 LF | 10.00000 1200.00| 6.20000 744.00| 20.00000 2400.00 SAFETY FENCE | | | 0220 609-01 85.000 SY | 115.00000 9775.00| 47.00000 3995.00| 85.00000 7225.00 CONCRETE SIDEWALK | | | 0225 610-03(I) 2333.000 LF | 32.00000 74656.00| 31.12000 72602.96| 24.00000 55992.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0230 610-03(IV) 268.000 LF | 32.00000 8576.00| 31.12000 8340.16| 24.00000 6432.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0235 622-03 24.000 EA | 200.00000 4800.00| 112.00000 2688.00| 150.00000 3600.00 CANTILEVER MAILBOX SUPPORT | | | 0240 636-06 10.000 DA | 440.00000 4400.00| 366.00000 3660.00| 450.00000 4500.00 PILOT TRUCK AND DRIVER | | | 0245 636-11 7480.000 UN | 1.10000 8228.00| 1.12000 8377.60| 1.90000 14212.00 TRAFFIC CONTROL DEVICES | | | 0250 636-14 3100.000 HR | 35.00000 108500.00| 33.56000 104036.00| 36.00000 111600.00 FLAGGER | | | 0255 639-01 LUMP| 15000.00000 15000.00| 61000.00000 61000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKES | | | 0260 642-13 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 3500.00000 3500.00 TEMPORARY POLLUTION CONTROL | | | 0265 307-01SG AA1 211.000 TN | 50.00000 10550.00| 25.27000 5331.97| 55.00000 11605.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0270 307-01S AA2 192.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0275 308-01SG BB1 30.000 TN | 27.00000 810.00| 28.00000 840.00| 55.00000 1650.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0280 308-01S BB2 28.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0285 401-1(1)SG CC1 1116.000 TN | 37.13000 41437.08| 56.00000 62496.00| 37.13000 41437.08 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0290 401-1(1)S CC2 1060.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-4444098 |(3) 31-1316393 |MOUNTAINEER CONTRACTORS, INC|ALAN STONE CO., INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 401-1(2)SG DD1 1104.000 TN | 36.55000 40351.20| 55.00000 60720.00| 36.55000 40351.20 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0300 401-1(2)S DD2 1013.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0305 402-01(1)SG EE1 957.000 TN | 41.87000 40069.59| 59.88000 57305.16| 41.87000 40069.59 HMA SKID PVT, (W-1) ST OR GR | | | 0310 402-01(1)S EE2 905.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 1,202,713.51| $ 1,300,644.78| $ 1,365,773.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BROADWAY & 16TH AVE - ROADWAY | | | 0315 201-01 1.000 LS | 128398.80000 128398.80| 88000.00000 88000.00| 50872.60000 50872.60 CLEARING AND GRUBBING | | | 0320 207-01 2750.000 CY | 9.25000 25437.50| 18.88000 51920.00| 20.00000 55000.00 UNCLASSIFIED EXCAVATION | | | 0325 211-02 2175.000 CY | 34.50000 75037.50| 37.00000 80475.00| 70.00000 152250.00 ROCK BORROW EXCAVATION | | | 0330 601-02 16.000 CY | 800.00000 12800.00| 700.00000 11200.00| 1200.00000 19200.00 CLASS B CONCRETE | | | 0335 604-37(12)III 12.000 LF | 125.00000 1500.00| 36.00000 432.00| 100.00000 1200.00 REINFORCED CONCRETE PIPE | | | 0340 604-37(18)III 46.000 LF | 150.00000 6900.00| 36.00000 1656.00| 130.00000 5980.00 REINFORCED CONCRETE PIPE | | | 0345 604-70(12X4) 72.000 LF | 600.00000 43200.00| 866.00000 62352.00| 750.00000 54000.00 PRECAST CONCRETE BOX CULVERT | | | 0350 6044130X19H3 101.000 LF | 125.00000 12625.00| 66.00000 6666.00| 200.00000 20200.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0355 6044176X48H3 976.000 LF | 290.00000 283040.00| 357.00000 348432.00| 400.00000 390400.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0360 605-04-1 1.000 EA | 2000.00000 2000.00| 1700.00000 1700.00| 1600.00000 1600.00 TYPE B INLET, MODIFIED | | | 0365 605-06 3.000 EA | 2100.00000 6300.00| 2000.00000 6000.00| 4400.00000 13200.00 TYPE D INLET | | | 0370 605-08-1 3.000 EA | 9500.00000 28500.00| 5100.00000 15300.00| 9400.00000 28200.00 TYPE F INLET, MODIFIED | | | 0375 608-08(4F) 200.000 LF | 10.00000 2000.00| 6.00000 1200.00| 10.00000 2000.00 SAFETY FENCE | | | 0380 609-01 44.000 SY | 115.00000 5060.00| 55.00000 2420.00| 85.00000 3740.00 CONCRETE SIDEWALK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-4444098 |(3) 31-1316393 |MOUNTAINEER CONTRACTORS, INC|ALAN STONE CO., INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0385 610-01(I) 170.000 LF | 58.00000 9860.00| 50.00000 8500.00| 24.00000 4080.00 PLAIN CONCRETE CURBING | | | 0390 610-01(IV) 12.000 LF | 58.00000 696.00| 51.00000 612.00| 24.00000 288.00 PLAIN CONCRETE CURBING | | | 0395 636-11 9770.000 UN | 1.10000 10747.00| 1.00000 9770.00| 1.90000 18563.00 TRAFFIC CONTROL DEVICES | | | 0400 636-14 1500.000 HR | 35.00000 52500.00| 33.00000 49500.00| 36.00000 54000.00 FLAGGER | | | 0405 639-01 LUMP| 15000.00000 15000.00| 76000.00000 76000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKES | | | 0410 642-13 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 1500.00000 1500.00 TEMPORARY POLLUTION CONTROL | | | 0415 307-01SG FF1 10.000 TN | 40.00000 400.00| 40.00000 400.00| 55.00000 550.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0420 307-01S FF2 9.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | SECTION TOTALS | $ 724,001.80| $ 824,035.00| $ 891,823.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PIKE STREET - SIGNALIZATION | | | 0425 660-05(H) 2.000 EA | 1250.00000 2500.00| 1300.00000 2600.00| 1250.00000 2500.00 JUNCTION BOXES, TYPE H | | | 0430 660-07(01) LUMP| 4025.00000 4025.00| 4200.00000 4200.00| 4025.00000 4025.00 MISCELLANEOUS SIGNAL | | | 0435 662-02(1) 1.000 LS | 2615.00000 2615.00| 2750.00000 2750.00| 2615.00000 2615.00 GALVANIZED STEEL CONDUIT | | | 0440 662-07(250)W 1.000 EA | 750.00000 750.00| 800.00000 800.00| 750.00000 750.00 LUMINAIRES | | | 0445 662-08(1) 1.000 LS | 795.00000 795.00| 833.00000 833.00| 795.00000 795.00 CABLE | | | 0450 662-10(35-12I 1.000 EA | 3950.00000 3950.00| 4100.00000 4100.00| 3950.00000 3950.00 LIGHTING SUPPORT, TYPE I | | | 0455 662-14 LUMP| 25.00000 25.00| 100.00000 100.00| 25.00000 25.00 INCIDENTAL ELECTRICAL WORK | | | 0460 662-15(1) 1.000 LS | 25.00000 25.00| 100.00000 100.00| 25.00000 25.00 ELECTRICAL TESTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-4444098 |(3) 31-1316393 |MOUNTAINEER CONTRACTORS, INC|ALAN STONE CO., INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 14,685.00| $ 15,483.00| $ 14,685.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PIKE STREET - WATERLINE RELOCATION | | | 0465 604-54(10)F 90.000 EA | 230.00000 20700.00| 122.00000 10980.00| 115.00000 10350.00 JCK CONDUIT, 10" A36 STEEL | | | 0470 670-04(16)I51 1192.000 LF | 50.00000 59600.00| 69.00000 82248.00| 70.00000 83440.00 DUCTILE IRON PIPE TYPE I CLASS I | | | 0475 670-07(2)200 22.000 LF | 80.00000 1760.00| 10.00000 220.00| 20.00000 440.00 PLASTIC PIPE, CLASS 200 | | | 0480 670-07(6)200 244.000 LF | 30.00000 7320.00| 17.00000 4148.00| 26.00000 6344.00 PLASTIC PIPE, CLASS 200 | | | 0485 670-08(3/4) 617.000 LF | 60.00000 37020.00| 4.88000 3010.96| 9.00000 5553.00 COPPER SERVICE PIPE | | | 0490 670-09(16) 2.000 EA | 4500.00000 9000.00| 3700.00000 7400.00| 4000.00000 8000.00 GATE VALVE AND VALVE BOX | | | 0495 670-09(6) 3.000 EA | 1000.00000 3000.00| 912.00000 2736.00| 600.00000 1800.00 GATE VALVE AND VALVE BOX | | | 0500 670-10(10).19 24.000 LF | 25.00000 600.00| 45.00000 1080.00| 75.00000 1800.00 STEEL CASING PIPE | | | 0505 670-10(4).19 14.000 LF | 20.00000 280.00| 30.00000 420.00| 55.00000 770.00 STEEL CASING PIPE | | | 0510 670-13(5-1/4) 2.000 EA | 3500.00000 7000.00| 2900.00000 5800.00| 2500.00000 5000.00 FIRE HYDRANT ASSEMBLY | | | 0515 670-19(16X6)1 1.000 EA | 5000.00000 5000.00| 5500.00000 5500.00| 3800.00000 3800.00 SPECIAL VALVE, 16" X 6" TAPPING AND | | | SLEEVE WITH BOX | | | 0520 670-19(6)-1 2.000 EA | 2000.00000 4000.00| 1700.00000 3400.00| 1500.00000 3000.00 SPECIAL VALVE, 6" TAPPING AND SLEEVE | | | WITH BOX | | | 0525 670-19(6X2)1 1.000 EA | 1000.00000 1000.00| 3000.00000 3000.00| 500.00000 500.00 SPECIAL VALVE, 6" X 2" TAPPING AND | | | SLEEVE WITH BOX | | | 0530 67007(1.5)200 120.000 LF | 25.00000 3000.00| 10.00000 1200.00| 46.00000 5520.00 PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 159,280.00| $ 131,142.96| $ 136,317.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 PIKE STREET - SANITARY SEWER RELOCATION | | | 0535 675-08(6)I,51 147.000 LF | 45.00000 6615.00| 31.00000 4557.00| 45.00000 6615.00 DUCTILE IRON SEWER PIPE , TYPE I, CLASS | | | 51 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -8 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-4444098 |(3) 31-1316393 |MOUNTAINEER CONTRACTORS, INC|ALAN STONE CO., INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 675-08(8)I,51 258.000 LF | 35.00000 9030.00| 39.00000 10062.00| 30.00000 7740.00 DUCTILE IRON SEWER PIPE, TYPE I, CLASS | | | 51 | | | 0545 675-14 2.000 EA | 2000.00000 4000.00| 3300.00000 6600.00| 2100.00000 4200.00 MANHOLE COMPLETE, INCLUDING CASTINGS | | | 0550 675-17 1.000 EA | 1000.00000 1000.00| 400.00000 400.00| 360.00000 360.00 ABANDONING MANHOLE | | | 0555 675-18 8.000 EA | 1000.00000 8000.00| 305.00000 2440.00| 330.00000 2640.00 ADJUSTING MANHOLE | | | SECTION TOTALS | $ 28,645.00| $ 24,059.00| $ 21,555.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BROADWAY & 16TH AVE - WATERLINE RELOCATION | | | 0560 670-07(6)200 1168.000 LF | 22.50000 26280.00| 22.00000 25696.00| 26.00000 30368.00 PLASTIC PIPE, CLASS 200 | | | 0565 670-08(3/4) 231.000 LF | 75.00000 17325.00| 10.00000 2310.00| 30.00000 6930.00 COPPER SERVICE PIPE | | | 0570 670-09(6) 5.000 EA | 1250.00000 6250.00| 538.00000 2690.00| 550.00000 2750.00 GATE VALVE AND VALVE BOX | | | 0575 670-13(5-1/4) 1.000 EA | 3500.00000 3500.00| 1700.00000 1700.00| 1300.00000 1300.00 FIRE HYDRANT ASSEMBLY | | | 0580 67007(1.5)200 80.000 LF | 25.00000 2000.00| 10.00000 800.00| 5.60000 448.00 PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 55,355.00| $ 33,196.00| $ 41,796.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BROADWAY & 16TH AVE - SANITARY SEWER RELOCATION | | | 0585 675-08(10)I51 427.000 LF | 35.00000 14945.00| 43.00000 18361.00| 60.00000 25620.00 DUCTILE IRON SEWER PIPE, TYPE I, CLASS | | | 51 | | | 0590 675-08(12)I51 26.000 LF | 85.00000 2210.00| 56.00000 1456.00| 65.00000 1690.00 DUCTILE IRON SEWER PIPE, TYPE I, CLASS | | | 51 | | | 0595 675-08(6)I,51 208.000 LF | 65.00000 13520.00| 31.00000 6448.00| 45.00000 9360.00 DUCTILE IRON SEWER PIPE , TYPE I, CLASS | | | 51 | | | 0600 675-08(8)I,51 23.000 LF | 75.00000 1725.00| 43.00000 989.00| 60.00000 1380.00 DUCTILE IRON SEWER PIPE, TYPE I, CLASS | | | 51 | | | SECTION TOTALS | $ 32,400.00| $ 27,254.00| $ 38,050.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,217,080.31| $ 2,355,814.74| $ 2,510,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -9 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0583614 |(5) 55-0417282 |(6) 55-0487806 |CARL KELLY PAVING, INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIKE STREET - ROADWAY | | | 0005 207-01 837.000 CY | 13.11000 10973.07| 25.00000 20925.00| 31.50000 26365.50 UNCLASSIFIED EXCAVATION | | | 0010 207-34 6696.000 SY | 0.81000 5423.76| 1.25000 8370.00| 1.14000 7633.44 FABRIC FOR SEPARATION | | | 0015 211-01 424.000 CY | 37.79000 16022.96| 50.00000 21200.00| 29.00000 12296.00 UNCLASSIFIED BORROW EXCAVATION | | | 0020 211-08 132.000 TN | 34.41000 4542.12| 50.00000 6600.00| 40.00000 5280.00 ROCK BORROW EXCAVATION | | | 0025 229-01 0.590 LM | 5198.75000 3067.26| 7500.00000 4425.00| 6500.00000 3835.00 SHOULDERS AND DITCHES | | | 0030 311-06 586.000 CY | 73.34000 42977.24| 90.00000 52740.00| 95.00000 55670.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0035 408-02 411.000 GA | 1.32000 542.52| 1.25000 513.75| 3.95000 1623.45 BITUMINOUS MATERIAL | | | 0040 415-01 743.000 SY | 5.66000 4205.38| 8.00000 5944.00| 11.00000 8173.00 REMOVE BITUMINOUS CONCRETE SURFACE | | | 0045 601-02 7.400 CY | 2060.74000 15249.48| 1250.00000 9250.00| 900.00000 6660.00 CLASS B CONCRETE | | | 0050 604-01(15)A2 68.000 LF | 45.53000 3096.04| 100.00000 6800.00| 55.00000 3740.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0055 604-01(18)A2 20.000 LF | 76.39000 1527.80| 100.00000 2000.00| 120.00000 2400.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0060 604-01(24)A2 54.000 LF | 121.12000 6540.48| 100.00000 5400.00| 153.00000 8262.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0065 604-37(15)III 134.000 LF | 61.51000 8242.34| 125.00000 16750.00| 82.00000 10988.00 REINFORCED CONCRETE PIPE | | | 0070 604-37(18)III 232.000 LF | 82.90000 19232.80| 125.00000 29000.00| 130.00000 30160.00 REINFORCED CONCRETE PIPE | | | 0075 604-37(24)III 156.000 LF | 70.39000 10980.84| 125.00000 19500.00| 96.00000 14976.00 REINFORCED CONCRETE PIPE | | | 0080 604-37(30)III 38.000 LF | 129.01000 4902.38| 185.00000 7030.00| 207.00000 7866.00 REINFORCED CONCRETE PIPE | | | 0085 604-37(36)III 63.000 LF | 154.88000 9757.44| 185.00000 11655.00| 207.00000 13041.00 REINFORCED CONCRETE PIPE | | | 0090 604-70(10X3) 156.000 LF | 649.69000 101351.64| 750.00000 117000.00| 716.00000 111696.00 PRECAST CONCRETE BOX CULVERT | | | 0095 604-71(24) 4.000 EA | 892.16000 3568.64| 950.00000 3800.00| 1450.00000 5800.00 SAFETY SLOPE END SECTION FOR RCP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -10 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0583614 |(5) 55-0417282 |(6) 55-0487806 |CARL KELLY PAVING, INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 604-71(30) 1.000 EA | 2790.24000 2790.24| 1850.00000 1850.00| 2700.00000 2700.00 SAFETY SLOPE END SECTION FOR RCP | | | 0105 604-72(18) 4.000 EA | 443.16000 1772.64| 650.00000 2600.00| 650.00000 2600.00 SAFETY SLOPE END SECTION FOR CSP | | | 0110 604-72(24) 5.000 EA | 852.34000 4261.70| 1000.00000 5000.00| 1100.00000 5500.00 SAFETY SLOPE END SECTION FOR CSP | | | 0115 60410(17X13A2 48.000 LF | 60.09000 2884.32| 100.00000 4800.00| 87.00000 4176.00 METALLIC COATED CORRUGATED STEEL PIPE | | | ARCH | | | 0120 6044123X14H3 72.000 LF | 127.26000 9162.72| 125.00000 9000.00| 104.00000 7488.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0125 6044145X29H3 100.000 LF | 123.16000 12316.00| 155.00000 15500.00| 192.00000 19200.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0130 6044160X38H4 662.000 LF | 287.71000 190464.02| 225.00000 148950.00| 300.00000 198600.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0135 6044168X43H4 576.000 LF | 305.22000 175806.72| 260.00000 149760.00| 367.00000 211392.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0140 6044176X48H4 500.000 LF | 363.21000 181605.00| 260.00000 130000.00| 459.00000 229500.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0145 605-01 1.000 EA | 2840.60000 2840.60| 2000.00000 2000.00| 3200.00000 3200.00 TYPE A MANHOLE | | | 0150 605-04 6.000 EA | 1259.99000 7559.94| 2000.00000 12000.00| 1800.00000 10800.00 TYPE B INLET | | | 0155 605-06 4.000 EA | 3113.53000 12454.12| 4000.00000 16000.00| 2400.00000 9600.00 TYPE D INLET | | | 0160 605-07-1 2.000 EA | 3920.64000 7841.28| 6000.00000 12000.00| 5500.00000 11000.00 TYPE E INLET, MODIFIED | | | 0165 605-08 1.000 EA | 3731.60000 3731.60| 6500.00000 6500.00| 3200.00000 3200.00 TYPE F INLET | | | 0170 605-08-1 8.000 EA | 7030.60000 56244.80| 10000.00000 80000.00| 10700.00000 85600.00 TYPE F INLET, MODIFIED | | | 0175 605-09 3.000 EA | 4299.48000 12898.44| 3000.00000 9000.00| 2300.00000 6900.00 TYPE G INLET | | | 0180 605-09-1 3.000 EA | 2388.90000 7166.70| 3000.00000 9000.00| 2300.00000 6900.00 TYPE G INLET, MODIFIED | | | 0185 605-41(15)(6) 32.000 LF | 95.46000 3054.72| 155.00000 4960.00| 129.00000 4128.00 SLOT INLET | | | 0190 605-41(18)(6) 28.000 LF | 94.14000 2635.92| 155.00000 4340.00| 123.00000 3444.00 SLOT INLET | | | 0195 605-41(24)(6) 128.000 LF | 121.06000 15495.68| 155.00000 19840.00| 137.00000 17536.00 SLOT INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -11 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0583614 |(5) 55-0417282 |(6) 55-0487806 |CARL KELLY PAVING, INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 606-01(6) 2260.000 LF | 5.94000 13424.40| 5.00000 11300.00| 14.00000 31640.00 METALLIC COATED CORRUGATED STEEL PIPE | | | FOR UNDERDRAINS | | | 0205 607-01(I) 50.000 LF | 61.51000 3075.50| 50.00000 2500.00| 62.00000 3100.00 TYPE 1 GUARDRAIL | | | 0210 607-10-1 37.500 LF | 2.80000 105.00| 15.00000 562.50| 2.80000 105.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0215 608-08(4F) 120.000 LF | 9.35000 1122.00| 8.00000 960.00| 6.00000 720.00 SAFETY FENCE | | | 0220 609-01 85.000 SY | 32.52000 2764.20| 58.00000 4930.00| 50.00000 4250.00 CONCRETE SIDEWALK | | | 0225 610-03(I) 2333.000 LF | 29.42000 68636.86| 33.00000 76989.00| 38.75000 90403.75 COMBINATION CONCRETE CURB AND GUTTER | | | 0230 610-03(IV) 268.000 LF | 26.67000 7147.56| 33.00000 8844.00| 38.75000 10385.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0235 622-03 24.000 EA | 165.13000 3963.12| 150.00000 3600.00| 256.00000 6144.00 CANTILEVER MAILBOX SUPPORT | | | 0240 636-06 10.000 DA | 492.98000 4929.80| 500.00000 5000.00| 450.00000 4500.00 PILOT TRUCK AND DRIVER | | | 0245 636-11 7480.000 UN | 1.30000 9724.00| 2.00000 14960.00| 1.13000 8452.40 TRAFFIC CONTROL DEVICES | | | 0250 636-14 3100.000 HR | 42.11000 130541.00| 32.00000 99200.00| 37.00000 114700.00 FLAGGER | | | 0255 639-01 LUMP| 16435.96000 16435.96| 15000.00000 15000.00| 28000.00000 28000.00 CONSTRUCTION LAYOUT STAKES | | | 0260 642-13 LUMP| 2494.04000 2494.04| 1500.00000 1500.00| 8000.00000 8000.00 TEMPORARY POLLUTION CONTROL | | | 0265 307-01SG AA1 211.000 TN | 63.46000 13390.06| 125.00000 26375.00| 73.50000 15508.50 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0270 307-01S AA2 192.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0275 308-01SG BB1 30.000 TN | 26.36000 790.80| 200.00000 6000.00| 36.00000 1080.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0280 308-01S BB2 28.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0285 401-1(1)SG CC1 1116.000 TN | 37.93000 42329.88| 60.00000 66960.00| 42.00000 46872.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0290 401-1(1)S CC2 1060.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -12 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0583614 |(5) 55-0417282 |(6) 55-0487806 |CARL KELLY PAVING, INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 401-1(2)SG DD1 1104.000 TN | 37.46000 41355.84| 60.00000 66240.00| 41.30000 45595.20 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0300 401-1(2)S DD2 1013.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0305 402-01(1)SG EE1 957.000 TN | 42.94000 41093.58| 65.00000 62205.00| 47.30000 45266.10 HMA SKID PVT, (W-1) ST OR GR | | | 0310 402-01(1)S EE2 905.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 1,388,514.95| $ 1,465,128.25| $ 1,644,651.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BROADWAY & 16TH AVE - ROADWAY | | | 0315 201-01 1.000 LS | 56254.15000 56254.15| 120000.00000 120000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0320 207-01 2750.000 CY | 16.05000 44137.50| 12.00000 33000.00| 15.30000 42075.00 UNCLASSIFIED EXCAVATION | | | 0325 211-02 2175.000 CY | 46.27000 100637.25| 50.00000 108750.00| 45.50000 98962.50 ROCK BORROW EXCAVATION | | | 0330 601-02 16.000 CY | 1329.02000 21264.32| 1250.00000 20000.00| 904.00000 14464.00 CLASS B CONCRETE | | | 0335 604-37(12)III 12.000 LF | 294.90000 3538.80| 125.00000 1500.00| 68.00000 816.00 REINFORCED CONCRETE PIPE | | | 0340 604-37(18)III 46.000 LF | 105.55000 4855.30| 125.00000 5750.00| 110.00000 5060.00 REINFORCED CONCRETE PIPE | | | 0345 604-70(12X4) 72.000 LF | 771.90000 55576.80| 750.00000 54000.00| 838.00000 60336.00 PRECAST CONCRETE BOX CULVERT | | | 0350 6044130X19H3 101.000 LF | 124.75000 12599.75| 250.00000 25250.00| 110.00000 11110.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0355 6044176X48H3 976.000 LF | 332.57000 324588.32| 350.00000 341600.00| 450.00000 439200.00 REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0360 605-04-1 1.000 EA | 2077.31000 2077.31| 2000.00000 2000.00| 2260.00000 2260.00 TYPE B INLET, MODIFIED | | | 0365 605-06 3.000 EA | 2961.32000 8883.96| 3500.00000 10500.00| 2370.00000 7110.00 TYPE D INLET | | | 0370 605-08-1 3.000 EA | 6251.02000 18753.06| 10000.00000 30000.00| 10700.00000 32100.00 TYPE F INLET, MODIFIED | | | 0375 608-08(4F) 200.000 LF | 6.28000 1256.00| 8.00000 1600.00| 6.00000 1200.00 SAFETY FENCE | | | 0380 609-01 44.000 SY | 83.99000 3695.56| 60.00000 2640.00| 66.00000 2904.00 CONCRETE SIDEWALK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -13 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0583614 |(5) 55-0417282 |(6) 55-0487806 |CARL KELLY PAVING, INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0385 610-01(I) 170.000 LF | 23.13000 3932.10| 58.00000 9860.00| 48.00000 8160.00 PLAIN CONCRETE CURBING | | | 0390 610-01(IV) 12.000 LF | 32.44000 389.28| 58.00000 696.00| 48.00000 576.00 PLAIN CONCRETE CURBING | | | 0395 636-11 9770.000 UN | 1.26000 12310.20| 2.00000 19540.00| 1.13000 11040.10 TRAFFIC CONTROL DEVICES | | | 0400 636-14 1500.000 HR | 38.88000 58320.00| 32.00000 48000.00| 37.00000 55500.00 FLAGGER | | | 0405 639-01 LUMP| 5717.98000 5717.98| 7500.00000 7500.00| 24000.00000 24000.00 CONSTRUCTION LAYOUT STAKES | | | 0410 642-13 LUMP| 4435.98000 4435.98| 1500.00000 1500.00| 5700.00000 5700.00 TEMPORARY POLLUTION CONTROL | | | 0415 307-01SG FF1 10.000 TN | 63.93000 639.30| 125.00000 1250.00| 64.00000 640.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0420 307-01S FF2 9.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | SECTION TOTALS | $ 743,862.92| $ 844,936.00| $ 833,213.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PIKE STREET - SIGNALIZATION | | | 0425 660-05(H) 2.000 EA | 1398.00000 2796.00| 1250.00000 2500.00| 1025.00000 2050.00 JUNCTION BOXES, TYPE H | | | 0430 660-07(01) LUMP| 4501.55000 4501.55| 4025.00000 4025.00| 5110.00000 5110.00 MISCELLANEOUS SIGNAL | | | 0435 662-02(1) 1.000 LS | 2924.61000 2924.61| 2615.00000 2615.00| 7700.00000 7700.00 GALVANIZED STEEL CONDUIT | | | 0440 662-07(250)W 1.000 EA | 838.80000 838.80| 750.00000 750.00| 385.00000 385.00 LUMINAIRES | | | 0445 662-08(1) 1.000 LS | 889.13000 889.13| 795.00000 795.00| 2600.00000 2600.00 CABLE | | | 0450 662-10(35-12I 1.000 EA | 4417.67000 4417.67| 3950.00000 3950.00| 2900.00000 2900.00 LIGHTING SUPPORT, TYPE I | | | 0455 662-14 LUMP| 27.96000 27.96| 25.00000 25.00| 2600.00000 2600.00 INCIDENTAL ELECTRICAL WORK | | | 0460 662-15(1) 1.000 LS | 27.96000 27.96| 25.00000 25.00| 110.00000 110.00 ELECTRICAL TESTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -14 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0583614 |(5) 55-0417282 |(6) 55-0487806 |CARL KELLY PAVING, INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 16,423.68| $ 14,685.00| $ 23,455.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PIKE STREET - WATERLINE RELOCATION | | | 0465 604-54(10)F 90.000 EA | 134.21000 12078.90| 200.00000 18000.00| 136.00000 12240.00 JCK CONDUIT, 10" A36 STEEL | | | 0470 670-04(16)I51 1192.000 LF | 96.97000 115588.24| 55.00000 65560.00| 89.50000 106684.00 DUCTILE IRON PIPE TYPE I CLASS I | | | 0475 670-07(2)200 22.000 LF | 18.40000 404.80| 35.00000 770.00| 19.00000 418.00 PLASTIC PIPE, CLASS 200 | | | 0480 670-07(6)200 244.000 LF | 33.10000 8076.40| 35.00000 8540.00| 33.50000 8174.00 PLASTIC PIPE, CLASS 200 | | | 0485 670-08(3/4) 617.000 LF | 43.89000 27080.13| 12.00000 7404.00| 44.50000 27456.50 COPPER SERVICE PIPE | | | 0490 670-09(16) 2.000 EA | 4361.75000 8723.50| 1000.00000 2000.00| 4400.00000 8800.00 GATE VALVE AND VALVE BOX | | | 0495 670-09(6) 3.000 EA | 586.04000 1758.12| 1000.00000 3000.00| 600.00000 1800.00 GATE VALVE AND VALVE BOX | | | 0500 670-10(10).19 24.000 LF | 73.81000 1771.44| 75.00000 1800.00| 75.00000 1800.00 STEEL CASING PIPE | | | 0505 670-10(4).19 14.000 LF | 44.74000 626.36| 75.00000 1050.00| 45.00000 630.00 STEEL CASING PIPE | | | 0510 670-13(5-1/4) 2.000 EA | 2032.13000 4064.26| 2000.00000 4000.00| 2050.00000 4100.00 FIRE HYDRANT ASSEMBLY | | | 0515 670-19(16X6)1 1.000 EA | 4618.98000 4618.98| 1000.00000 1000.00| 4700.00000 4700.00 SPECIAL VALVE, 16" X 6" TAPPING AND | | | SLEEVE WITH BOX | | | 0520 670-19(6)-1 2.000 EA | 1398.00000 2796.00| 1000.00000 2000.00| 1410.00000 2820.00 SPECIAL VALVE, 6" TAPPING AND SLEEVE | | | WITH BOX | | | 0525 670-19(6X2)1 1.000 EA | 699.00000 699.00| 1000.00000 1000.00| 710.00000 710.00 SPECIAL VALVE, 6" X 2" TAPPING AND | | | SLEEVE WITH BOX | | | 0530 67007(1.5)200 120.000 LF | 11.18000 1341.60| 35.00000 4200.00| 11.50000 1380.00 PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 189,627.73| $ 120,324.00| $ 181,712.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 PIKE STREET - SANITARY SEWER RELOCATION | | | 0535 675-08(6)I,51 147.000 LF | 162.17000 23838.99| 55.00000 8085.00| 164.00000 24108.00 DUCTILE IRON SEWER PIPE , TYPE I, CLASS | | | 51 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 014 -15 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9410902AB COUNTIES : WOOD LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0583614 |(5) 55-0417282 |(6) 55-0487806 |CARL KELLY PAVING, INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 675-08(8)I,51 258.000 LF | 61.17000 15781.86| 55.00000 14190.00| 62.00000 15996.00 DUCTILE IRON SEWER PIPE, TYPE I, CLASS | | | 51 | | | 0545 675-14 2.000 EA | 2046.67000 4093.34| 2000.00000 4000.00| 2100.00000 4200.00 MANHOLE COMPLETE, INCLUDING CASTINGS | | | 0550 675-17 1.000 EA | 559.20000 559.20| 850.00000 850.00| 600.00000 600.00 ABANDONING MANHOLE | | | 0555 675-18 8.000 EA | 805.25000 6442.00| 1250.00000 10000.00| 810.00000 6480.00 ADJUSTING MANHOLE | | | SECTION TOTALS | $ 50,715.39| $ 37,125.00| $ 51,384.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BROADWAY & 16TH AVE - WATERLINE RELOCATION | | | 0560 670-07(6)200 1168.000 LF | 40.96000 47841.28| 35.00000 40880.00| 41.50000 48472.00 PLASTIC PIPE, CLASS 200 | | | 0565 670-08(3/4) 231.000 LF | 52.70000 12173.70| 12.00000 2772.00| 53.00000 12243.00 COPPER SERVICE PIPE | | | 0570 670-09(6) 5.000 EA | 586.04000 2930.20| 1000.00000 5000.00| 600.00000 3000.00 GATE VALVE AND VALVE BOX | | | 0575 670-13(5-1/4) 1.000 EA | 1845.36000 1845.36| 2000.00000 2000.00| 1900.00000 1900.00 FIRE HYDRANT ASSEMBLY | | | 0580 67007(1.5)200 80.000 LF | 22.37000 1789.60| 35.00000 2800.00| 22.60000 1808.00 PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 66,580.14| $ 53,452.00| $ 67,423.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BROADWAY & 16TH AVE - SANITARY SEWER RELOCATION | | | 0585 675-08(10)I51 427.000 LF | 87.24000 37251.48| 65.00000 27755.00| 88.00000 37576.00 DUCTILE IRON SEWER PIPE, TYPE I, CLASS | | | 51 | | | 0590 675-08(12)I51 26.000 LF | 140.24000 3646.24| 65.00000 1690.00| 142.00000 3692.00 DUCTILE IRON SEWER PIPE, TYPE I, CLASS | | | 51 | | | 0595 675-08(6)I,51 208.000 LF | 156.58000 32568.64| 55.00000 11440.00| 158.00000 32864.00 DUCTILE IRON SEWER PIPE , TYPE I, CLASS | | | 51 | | | 0600 675-08(8)I,51 23.000 LF | 153.22000 3524.06| 55.00000 1265.00| 155.00000 3565.00 DUCTILE IRON SEWER PIPE, TYPE I, CLASS | | | 51 | | | SECTION TOTALS | $ 76,990.42| $ 42,150.00| $ 77,697.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,532,715.23| $ 2,577,800.25| $ 2,879,536.44 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 9719716 COUNTIES : BOONE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : WHITESVILLE - RALEIGH COUNTY LINE ROAD PROJECT(S) : S303-0003/00-040.73 00 0STP 0003 084 EQ0 LOCATION: SOUTH END BRIDGE OVER BIG COAL RIVER-0.08 SOUTH BOONE CO 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 750,679.96 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9719716 COUNTIES : BOONE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : Standard ==================================================================================================================================== |(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 RESURF, DRAINAGE & GR | | | 0005 207-01 1916.260 M3 | 82.46000 158014.80| | UNCLASSIFIED EXCAVATION | | | 0010 207-34 4170.000 M2 | 0.58000 2418.60| | FABRIC FOR SEPARATION | | | 0015 211-08 105.000 MGR | 39.94000 4193.70| | ROCK BORROW EXCAVATION | | | 0020 229-01 1.050 KM | 3303.54000 3468.72| | SHOULDERS AND DITCHES | | | 0025 240-010450 19.000 M | 66.56000 1264.64| | CLEANING CULVERTS 450MM | | | 0030 240-02 7.000 EA | 277.32000 1941.24| | CLEANING INLETS | | | 0035 408-02 5133.000 L | 0.18000 923.94| | BITUMINOUS MATERIAL | | | 0040 409-02 1500.000 L | 0.18000 270.00| | BITUMINOUS MATERIAL PRIME | | | 0045 415-01 28616.000 M2 | 2.14000 61238.24| | REMOVE BITUMINOUS CONCRETE SURFACE | | | 0050 508-01 1475.000 M | 5.49000 8097.75| | SAWING EXISTING CONCRETE PAVEMENT | | | 0055 604-010375A2 34.000 M | 224.78000 7642.52| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 375MM, A2 | | | 0060 604-010400A2 14.000 M | 419.56000 5873.84| | METALLIC COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 0065 604-50375 41.000 M | 189.38000 7764.58| | CORRUGATED POLYETHYLENE PIPE, 375MM | | | 0070 604-50475 38.000 M | 191.72000 7285.36| | CORRUGATED POLYETHYLENE PIPE, 475MM | | | 0075 605-04 7.000 EA | 2586.53000 18105.71| | TYPE B INLET | | | 0080 605-05 2.000 EA | 2667.17000 5334.34| | TYPE C INLET | | | 0085 605-09 1.000 EA | 2774.89000 2774.89| | TYPE G INLET | | | 0090 605-12 7.000 EA | 1236.41000 8654.87| | ADJUSTING MISCELLANEOUS TYPES OF INLETS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9719716 COUNTIES : BOONE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 605-18 1.000 EA | 1712.52000 1712.52| | ADJUSTING TYPE A INLET | | | 0100 605-19 8.000 EA | 1004.94000 8039.52| | ADJUSTING TYPE B INLET | | | 0105 605-41375150 9.000 M | 511.21000 4600.89| | SLOT INLET, 375MM, 150MM | | | 0110 607-011 7.620 M | 45.48000 346.56| | TYPE 1 GUARDRAIL, CLASS I | | | 0115 607-012 624.840 M | 42.95000 26836.88| | TYPE 1 GUARDRAIL CLASS II | | | 0120 609-01 63.470 M2 | 199.01000 12631.16| | CONCRETE SIDEWALK | | | 0125 609-02 5.740 M3 | 94.29000 541.22| | BED COURSE MATERIAL | | | 0130 636-08 9288.000 M | 0.83000 7709.04| | TEMP PVMT MARKING-PAINT | | | 0135 636-11 9108.000 UN | 0.76000 6922.08| | TRAFFIC CONTROL DEVICE | | | 0140 636-14 960.000 HR | 35.00000 33600.00| | FLAGGER | | | 0145 639-01 LUMP| 800.00000 800.00| | CONSTRUCTION LAYOUT STAKES | | | 0150 663-0112W 4087.000 M | 0.76000 3106.12| | EDGE LINE WHITE TYPE II | | | 0155 663-0212Y 4644.000 M | 1.28000 5944.32| | LANE LINE OR CENTER LINE YELLOW TYPE II | | | 0160 663-055 59.000 M | 82.49000 4866.91| | TYPE V STOP LINES | | | 0165 663-065 241.400 M | 71.39000 17233.55| | TYPE V CROSSWALK LINES | | | 0170 307-01SG AA1 1496.000 MGR | 34.40000 51462.40| | CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 0175 307-01S AA2 1376.000 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0180 308-01SG BB1 184.000 MGR | 36.50000 6716.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0185 308-01S BB2 170.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9719716 COUNTIES : BOONE LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401-1(1)SG CC1 2750.000 MGR | 51.12000 140580.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0195 401-1(1)S CC2 2530.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0200 407-2(4)SG DD1 780.000 MGR | 39.90000 31122.00| | HMA WEARING COURSE, STONE OR GRAVEL | | | 0205 407-2(4)S DD2 718.000 MGR | | | HMA WEARING COURSE, SLAG | | | 0210 402-011SG EE1 1335.000 MGR | 40.53000 54107.55| | HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0215 402-011S EE2 1228.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | 0220 401-7SG FF1 665.000 MGR | 39.90000 26533.50| | SRCATCH COURSE, STONE OR GRAVEL | | | 0225 401-7S FF2 612.000 MGR | | | SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 750,679.96| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 750,679.96| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 9529802 COUNTIES : MINGO LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : DINGESS CONCRETE SLAB BRIDGE PROJECT(S) : S330-0003/12-004.13 00 LOCATION: OVER WEST FK TWELVE POLE CR, 0.05 - 0.04 MI W CR 3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0622971 KEITH MCCOY, DBA MCCOY CONSTRUCTION COMPANY $ 261,217.00 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 268,286.00 102.7061% 3 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 291,000.00 111.4016% 4 55-0534372 M & H CONCRETE STRUCTURES, INC. $ 319,830.00 122.4384% 5 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 348,418.50 133.3827% 6 55-0750646 BANAM, INC. $ 367,091.50 140.5312% 7 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 376,011.00 143.9458% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9529802 COUNTIES : MINGO LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0622971 |(2) 55-0710073 |(3) 25-1493101 |MCCOY CONSTRUCTION COMPANY |TEAYS RIVER CONSTRUCTION COM|UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DINGESS CONCRETE SLAB | | | 0005 201-01 1.000 LS | 7500.00000 7500.00| 1800.00000 1800.00| 2000.00000 2000.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 10000.00000 10000.00| 7600.00000 7600.00| 46908.00000 46908.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 8000.00000 8000.00| 6000.00000 6000.00| 5000.00000 5000.00 MOBILIZATION | | | 0020 212-01 884.000 CY | 15.00000 13260.00| 25.00000 22100.00| 13.00000 11492.00 STRUCTURE EXCAVATION | | | 0025 212-05 75.000 CY | 40.00000 3000.00| 80.00000 6000.00| 75.00000 5625.00 SELECT MATERIAL FOR BACKFILLING | | | 0030 218-02 7.000 CY | 150.00000 1050.00| 150.00000 1050.00| 300.00000 2100.00 GROUTED RIPRAP | | | 0035 218-06 85.000 CY | 30.00000 2550.00| 20.00000 1700.00| 55.00000 4675.00 FOUNDATION PROTECTION | | | 0040 229-01 0.100 LM | 5000.00000 500.00| 20000.00000 2000.00| 10000.00000 1000.00 SHOULDERS AND DITCHES | | | 0045 409-02 200.000 GA | 3.00000 600.00| 3.00000 600.00| 3.00000 600.00 BITUMINOUS MATERIAL | | | 0050 601-02 303.000 CY | 325.00000 98475.00| 320.00000 96960.00| 350.00000 106050.00 CLASS B CONCRETE | | | 0055 602-02 37900.000 LB | 0.65000 24635.00| 0.85000 32215.00| 0.70000 26530.00 EPOXY COATED REINFORCING STEELBARS | | | 0060 603-01 391.500 LF | 118.00000 46197.00| 120.00000 46980.00| 100.00000 39150.00 PRESTRESSED CONCRETE BEAMS | | | 0065 604-01(18)A2 140.000 LF | 45.00000 6300.00| 40.00000 5600.00| 40.00000 5600.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 605-09 2.000 EA | 1500.00000 3000.00| 1000.00000 2000.00| 1225.00000 2450.00 TYPE G INLET | | | 0075 607-01(I) 154.500 LF | 50.00000 7725.00| 40.00000 6180.00| 30.00000 4635.00 TYPE 1 GUARDRAIL | | | 0080 636-01 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 2000.00000 2000.00 TRAFFIC CONTROL | | | 0085 636-14 100.000 HR | 30.00000 3000.00| 0.01000 1.00| 35.00000 3500.00 FLAGGER | | | 0090 636-25(B) 100.000 DA | 3.00000 300.00| 5.00000 500.00| 1.60000 160.00 WARNING LIGHTS | | | 0095 638-02 5.000 EA | 100.00000 500.00| 25.00000 125.00| 75.00000 375.00 RIGHT OF WAY MARKERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9529802 COUNTIES : MINGO LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0622971 |(2) 55-0710073 |(3) 25-1493101 |MCCOY CONSTRUCTION COMPANY |TEAYS RIVER CONSTRUCTION COM|UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 639-01 LUMP| 3000.00000 3000.00| 1500.00000 1500.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKES | | | 0105 642-14 LUMP| 1000.00000 1000.00| 500.00000 500.00| 250.00000 250.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0110 307-01SG AA1 15.000 TN | 40.00000 600.00| 100.00000 1500.00| 125.00000 1875.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0115 307-01S AA2 14.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0120 401-1(1)SG BB1 15.000 TN | 185.00000 2775.00| 225.00000 3375.00| 185.00000 2775.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0125 401-1(1)S BB2 14.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0130 401-2(1)SG CC1 95.000 TN | 150.00000 14250.00| 200.00000 19000.00| 150.00000 14250.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0135 401-2(1)S CC2 86.500 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 261,217.00| $ 268,286.00| $ 291,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,217.00| $ 268,286.00| $ 291,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9529802 COUNTIES : MINGO LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0534372 |(5) 61-0911548 |(6) 55-0750646 |M & H CONCRETE STRUCTURES, I|ROBERTS CONSTRUCTION COMPANY|BANAM, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DINGESS CONCRETE SLAB | | | 0005 201-01 1.000 LS | 9500.00000 9500.00| 10000.00000 10000.00| 4000.00000 4000.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 14400.00000 14400.00| 8000.00000 8000.00| 15000.00000 15000.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 18000.00000 18000.00| 32900.00000 32900.00| 18000.00000 18000.00 MOBILIZATION | | | 0020 212-01 884.000 CY | 27.50000 24310.00| 34.00000 30056.00| 36.00000 31824.00 STRUCTURE EXCAVATION | | | 0025 212-05 75.000 CY | 80.00000 6000.00| 50.00000 3750.00| 60.00000 4500.00 SELECT MATERIAL FOR BACKFILLING | | | 0030 218-02 7.000 CY | 108.00000 756.00| 200.00000 1400.00| 75.00000 525.00 GROUTED RIPRAP | | | 0035 218-06 85.000 CY | 40.50000 3442.50| 50.00000 4250.00| 52.00000 4420.00 FOUNDATION PROTECTION | | | 0040 229-01 0.100 LM | 10000.00000 1000.00| 10000.00000 1000.00| 22000.00000 2200.00 SHOULDERS AND DITCHES | | | 0045 409-02 200.000 GA | 3.30000 660.00| 3.40000 680.00| 2.00000 400.00 BITUMINOUS MATERIAL | | | 0050 601-02 303.000 CY | 368.00000 111504.00| 380.00000 115140.00| 400.00000 121200.00 CLASS B CONCRETE | | | 0055 602-02 37900.000 LB | 0.79000 29941.00| 0.76000 28804.00| 1.40000 53060.00 EPOXY COATED REINFORCING STEELBARS | | | 0060 603-01 391.500 LF | 130.00000 50895.00| 159.00000 62248.50| 135.00000 52852.50 PRESTRESSED CONCRETE BEAMS | | | 0065 604-01(18)A2 140.000 LF | 37.00000 5180.00| 50.00000 7000.00| 60.00000 8400.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 605-09 2.000 EA | 1750.00000 3500.00| 2000.00000 4000.00| 2100.00000 4200.00 TYPE G INLET | | | 0075 607-01(I) 154.500 LF | 34.00000 5253.00| 30.00000 4635.00| 30.00000 4635.00 TYPE 1 GUARDRAIL | | | 0080 636-01 LUMP| 4300.00000 4300.00| 6000.00000 6000.00| 14000.00000 14000.00 TRAFFIC CONTROL | | | 0085 636-14 100.000 HR | 0.01000 1.00| 1.00000 100.00| 35.00000 3500.00 FLAGGER | | | 0090 636-25(B) 100.000 DA | 2.00000 200.00| 3.00000 300.00| 2.00000 200.00 WARNING LIGHTS | | | 0095 638-02 5.000 EA | 50.00000 250.00| 50.00000 250.00| 50.00000 250.00 RIGHT OF WAY MARKERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9529802 COUNTIES : MINGO LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0534372 |(5) 61-0911548 |(6) 55-0750646 |M & H CONCRETE STRUCTURES, I|ROBERTS CONSTRUCTION COMPANY|BANAM, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 639-01 LUMP| 9000.00000 9000.00| 5000.00000 5000.00| 4500.00000 4500.00 CONSTRUCTION LAYOUT STAKES | | | 0105 642-14 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 3500.00000 3500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0110 307-01SG AA1 15.000 TN | 99.00000 1485.00| 42.00000 630.00| 50.00000 750.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0115 307-01S AA2 14.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0120 401-1(1)SG BB1 15.000 TN | 203.50000 3052.50| 210.00000 3150.00| 125.00000 1875.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0125 401-1(1)S BB2 14.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0130 401-2(1)SG CC1 95.000 TN | 160.00000 15200.00| 175.00000 16625.00| 140.00000 13300.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0135 401-2(1)S CC2 86.500 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 319,830.00| $ 348,418.50| $ 367,091.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 319,830.00| $ 348,418.50| $ 367,091.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 016 -6 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9529802 COUNTIES : MINGO LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DINGESS CONCRETE SLAB | | | 0005 201-01 1.000 LS | 16000.00000 16000.00| | CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 50000.00000 50000.00| | DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 27500.00000 27500.00| | MOBILIZATION | | | 0020 212-01 884.000 CY | 20.00000 17680.00| | STRUCTURE EXCAVATION | | | 0025 212-05 75.000 CY | 100.00000 7500.00| | SELECT MATERIAL FOR BACKFILLING | | | 0030 218-02 7.000 CY | 100.00000 700.00| | GROUTED RIPRAP | | | 0035 218-06 85.000 CY | 45.00000 3825.00| | FOUNDATION PROTECTION | | | 0040 229-01 0.100 LM | 6000.00000 600.00| | SHOULDERS AND DITCHES | | | 0045 409-02 200.000 GA | 3.25000 650.00| | BITUMINOUS MATERIAL | | | 0050 601-02 303.000 CY | 385.00000 116655.00| | CLASS B CONCRETE | | | 0055 602-02 37900.000 LB | 0.75000 28425.00| | EPOXY COATED REINFORCING STEELBARS | | | 0060 603-01 391.500 LF | 126.00000 49329.00| | PRESTRESSED CONCRETE BEAMS | | | 0065 604-01(18)A2 140.000 LF | 45.00000 6300.00| | METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 605-09 2.000 EA | 1650.00000 3300.00| | TYPE G INLET | | | 0075 607-01(I) 154.500 LF | 66.00000 10197.00| | TYPE 1 GUARDRAIL | | | 0080 636-01 LUMP| 8500.00000 8500.00| | TRAFFIC CONTROL | | | 0085 636-14 100.000 HR | 30.00000 3000.00| | FLAGGER | | | 0090 636-25(B) 100.000 DA | 3.00000 300.00| | WARNING LIGHTS | | | 0095 638-02 5.000 EA | 100.00000 500.00| | RIGHT OF WAY MARKERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 016 -7 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9529802 COUNTIES : MINGO LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 639-01 LUMP| 4000.00000 4000.00| | CONSTRUCTION LAYOUT STAKES | | | 0105 642-14 LUMP| 2000.00000 2000.00| | TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0110 307-01SG AA1 15.000 TN | 25.00000 375.00| | CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0115 307-01S AA2 14.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0120 401-1(1)SG BB1 15.000 TN | 200.00000 3000.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0125 401-1(1)S BB2 14.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0130 401-2(1)SG CC1 95.000 TN | 165.00000 15675.00| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0135 401-2(1)S CC2 86.500 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 376,011.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 376,011.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 9614981A COUNTIES : RALEIGH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : SURVEYOR BRIDGE NO. 1 & 2 PROJECT(S) : S341-0305/00-002.77 00 LOCATION: C&O RR, 0.03 MI S CR 17/11 S341-0305/00-002.79 00 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 465,331.41 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 491,083.18 105.5340% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 552,969.00 118.8333% 4 55-0417282 TURMAN CONSTRUCTION CO. $ 558,160.60 119.9490% 5 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 571,000.00 122.7082% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9614981A COUNTIES : RALEIGH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0710073 |(3) 62-1345425 |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0005 203-01 LUMP| 15900.00000 15900.00| 39500.00000 39500.00| 66000.00000 66000.00 DISMANTLING STRUCTURES | | | 0010 211-01 9500.000 CY | 11.65000 110675.00| 9.50000 90250.00| 6.00000 57000.00 UNCLASSIFIED BORROW EXCAVATION | | | 0015 604-01(48)A2 150.000 LF | 47.10000 7065.00| 70.00000 10500.00| 70.00000 10500.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0020 604-09(48) 2.000 EA | 678.30000 1356.60| 650.00000 1300.00| 650.00000 1300.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0025 638-02 8.000 EA | 41.60000 332.80| 25.00000 200.00| 125.00000 1000.00 RIGHT OF WAY MARKERS | | | SECTION TOTALS | $ 135,329.40| $ 141,750.00| $ 135,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE REPLACEMENT | | | 0030 203-01 LUMP| 14000.00000 14000.00| 39500.00000 39500.00| 95000.00000 95000.00 DISMANTLING STRUCTURES | | | 0035 204-01 LUMP| 28000.00000 28000.00| 15000.00000 15000.00| 30000.00000 30000.00 MOBILIZATION | | | 0040 207-01 165.000 CY | 8.10000 1336.50| 25.00000 4125.00| 10.00000 1650.00 UNCLASSIFIED EXCAVATION | | | 0045 207-34 1125.000 SY | 1.00000 1125.00| 1.00000 1125.00| 1.50000 1687.50 FABRIC FOR SEPARATION | | | 0050 212-01 400.000 CY | 11.55000 4620.00| 10.00000 4000.00| 20.00000 8000.00 STRUCTURE EXCAVATION | | | 0055 212-05 30.000 CY | 52.80000 1584.00| 60.00000 1800.00| 95.00000 2850.00 SELECT MATERIAL FOR BACKFILLING | | | 0060 307-01 380.000 CY | 32.00000 12160.00| 38.00000 14440.00| 42.00000 15960.00 CLASS 1 AGGREGATE BASE COURSE | | | 0065 402-02(1) 493.000 SY | 5.75000 2834.75| 6.00000 2958.00| 6.00000 2958.00 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT | | | 0070 409-02 255.000 GA | 1.55000 395.25| 1.40000 357.00| 2.00000 510.00 BITUMINOUS MATERIAL | | | 0075 601-02 72.000 CY | 434.85000 31309.20| 475.00000 34200.00| 605.00000 43560.00 CLASS B CONCRETE | | | 0080 601-03 62.000 CY | 572.80000 35513.60| 450.00000 27900.00| 605.00000 37510.00 CLASS K CONCRETE | | | 0085 602-02 16390.000 LB | 0.97000 15898.30| 1.00000 16390.00| 0.75000 12292.50 EPOXY COATED REINFORCING STEELBARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9614981A COUNTIES : RALEIGH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0710073 |(3) 62-1345425 |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 603-01 786.500 LF | 134.90000 106098.85| 160.00000 125840.00| 132.00000 103818.00 PRESTRESSED CONCRETE BEAMS | | | 0095 607-01(I) 425.000 LF | 24.80000 10540.00| 14.00000 5950.00| 25.00000 10625.00 TYPE 1 GUARDRAIL | | | 0100 636-09 1000.000 LF | 2.35000 2350.00| 2.00000 2000.00| 1.50000 1500.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 0105 636-11 3818.000 UN | 0.01000 38.18| 0.01000 38.18| 1.00000 3818.00 TRAFFIC CONTROL DEVICES | | | 0110 636-17 250.000 LF | 26.30000 6575.00| 30.00000 7500.00| 16.00000 4000.00 TEMPORARY CONCRETE BARRIERS | | | 0115 636-18 250.000 LF | 7.00000 1750.00| 2.00000 500.00| 6.00000 1500.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0120 636-23(01) 1.000 LS | 23000.00000 23000.00| 25000.00000 25000.00| 14000.00000 14000.00 TEMPORARY TRAFFIC SIGNAL | | | 0125 638-02 6.000 EA | 41.75000 250.50| 25.00000 150.00| 125.00000 750.00 RIGHT OF WAY MARKERS | | | 0130 639-01 LUMP| 8700.00000 8700.00| 3000.00000 3000.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKES | | | 0135 640-01 LUMP| 7600.00000 7600.00| 6000.00000 6000.00| 7500.00000 7500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640-03 LUMP| 1900.00000 1900.00| 500.00000 500.00| 1800.00000 1800.00 BUILDING EQUIPMENT | | | 0145 642-14 LUMP| 2500.00000 2500.00| 500.00000 500.00| 2200.00000 2200.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0150 402-01(1)SG AA1 176.000 TN | 56.38000 9922.88| 60.00000 10560.00| 55.00000 9680.00 HMA SKID PVT, (W-1) ST OR GR | | | 0155 402-01(1)S AA2 168.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 330,002.01| $ 349,333.18| $ 417,169.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 465,331.41| $ 491,083.18| $ 552,969.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9614981A COUNTIES : RALEIGH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0417282 |(5) 25-1493101 | |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 REMOVAL | | | 0005 203-01 LUMP| 30000.00000 30000.00| 61683.65000 61683.65| DISMANTLING STRUCTURES | | | 0010 211-01 9500.000 CY | 10.00000 95000.00| 9.00000 85500.00| UNCLASSIFIED BORROW EXCAVATION | | | 0015 604-01(48)A2 150.000 LF | 80.00000 12000.00| 45.00000 6750.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0020 604-09(48) 2.000 EA | 1000.00000 2000.00| 725.00000 1450.00| END SECION FOR CORRUGATED STEEL PIPE | | | 0025 638-02 8.000 EA | 100.00000 800.00| 50.00000 400.00| RIGHT OF WAY MARKERS | | | SECTION TOTALS | $ 139,800.00| $ 155,783.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE REPLACEMENT | | | 0030 203-01 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| DISMANTLING STRUCTURES | | | 0035 204-01 LUMP| 12000.00000 12000.00| 5000.00000 5000.00| MOBILIZATION | | | 0040 207-01 165.000 CY | 10.00000 1650.00| 30.00000 4950.00| UNCLASSIFIED EXCAVATION | | | 0045 207-34 1125.000 SY | 1.55000 1743.75| 1.00000 1125.00| FABRIC FOR SEPARATION | | | 0050 212-01 400.000 CY | 40.00000 16000.00| 12.00000 4800.00| STRUCTURE EXCAVATION | | | 0055 212-05 30.000 CY | 80.00000 2400.00| 50.00000 1500.00| SELECT MATERIAL FOR BACKFILLING | | | 0060 307-01 380.000 CY | 60.00000 22800.00| 40.00000 15200.00| CLASS 1 AGGREGATE BASE COURSE | | | 0065 402-02(1) 493.000 SY | 5.10000 2514.30| 5.10000 2514.30| HOT-MIX ASPHALT SKID RESISTANT PAVEMENT | | | 0070 409-02 255.000 GA | 1.37000 349.35| 1.37000 349.35| BITUMINOUS MATERIAL | | | 0075 601-02 72.000 CY | 850.00000 61200.00| 1175.00000 84600.00| CLASS B CONCRETE | | | 0080 601-03 62.000 CY | 950.00000 58900.00| 1000.00000 62000.00| CLASS K CONCRETE | | | 0085 602-02 16390.000 LB | 1.00000 16390.00| 0.80000 13112.00| EPOXY COATED REINFORCING STEELBARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9614981A COUNTIES : RALEIGH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0417282 |(5) 25-1493101 | |TURMAN CONSTRUCTION CO. |UPON THIS ROCK CONSTRUCTION,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 603-01 786.500 LF | 165.00000 129772.50| 150.00000 117975.00| PRESTRESSED CONCRETE BEAMS | | | 0095 607-01(I) 425.000 LF | 22.00000 9350.00| 22.00000 9350.00| TYPE 1 GUARDRAIL | | | 0100 636-09 1000.000 LF | 2.00000 2000.00| 1.00000 1000.00| TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 0105 636-11 3818.000 UN | 1.15000 4390.70| 1.15000 4390.70| TRAFFIC CONTROL DEVICES | | | 0110 636-17 250.000 LF | 28.00000 7000.00| 30.00000 7500.00| TEMPORARY CONCRETE BARRIERS | | | 0115 636-18 250.000 LF | 14.00000 3500.00| 10.00000 2500.00| REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0120 636-23(01) 1.000 LS | 16000.00000 16000.00| 25000.00000 25000.00| TEMPORARY TRAFFIC SIGNAL | | | 0125 638-02 6.000 EA | 100.00000 600.00| 50.00000 300.00| RIGHT OF WAY MARKERS | | | 0130 639-01 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| CONSTRUCTION LAYOUT STAKES | | | 0135 640-01 LUMP| 6000.00000 6000.00| 3000.00000 3000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640-03 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| BUILDING EQUIPMENT | | | 0145 642-14 LUMP| 1000.00000 1000.00| 250.00000 250.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0150 402-01(1)SG AA1 176.000 TN | 50.00000 8800.00| 50.00000 8800.00| HMA SKID PVT, (W-1) ST OR GR | | | 0155 402-01(1)S AA2 168.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 418,360.60| $ 415,216.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 558,160.60| $ 571,000.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 9803501 COUNTIES : MINERAL LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : JIM LYONS BOX CULVERT PROJECT(S) : S329-0002/00-004.76 00 LOCATION: 0.55 MI N CR 2/2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23-2224715 IA CONSTRUCTION CORPORATION $ 239,822.40 100.0000% 2 55-0738462 C. D. ALT, INC. $ 316,094.00 131.8033% 3 55-0705218 NELSON EXCAVATING, INC. $ 370,934.70 154.6705% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9803501 COUNTIES : MINERAL LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 23-2224715 |(2) 55-0738462 |(3) 55-0705218 |IA CONSTRUCTION CORPORATION |C. D. ALT, INC. |NELSON EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE | | | 0005 201-01 1.000 LS | 1800.00000 1800.00| 14000.00000 14000.00| 12000.00000 12000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 15000.00000 15000.00| 24000.00000 24000.00| 10000.00000 10000.00 MOBILIZATION | | | 0015 207-01 1365.000 CY | 16.00000 21840.00| 20.00000 27300.00| 16.50000 22522.50 UNCLASSIFIED EXCAVATION | | | 0020 207-02 104.000 CY | 41.00000 4264.00| 50.00000 5200.00| 22.50000 2340.00 SUBGRADE | | | 0025 211-02 914.000 CY | 38.00000 34732.00| 38.00000 34732.00| 32.50000 29705.00 ROCK BORROW EXCAVATION | | | 0030 212-01 792.000 CY | 16.00000 12672.00| 30.00000 23760.00| 18.50000 14652.00 STRUCTURE EXCAVATION | | | 0035 212-05 81.000 CY | 42.00000 3402.00| 75.00000 6075.00| 22.50000 1822.50 SELECT MATERIAL FOR BACKFILLING | | | 0040 218-02 108.000 CY | 117.00000 12636.00| 180.00000 19440.00| 78.90000 8521.20 GROUTED RIPRAP | | | 0045 307-01 145.000 CY | 40.00000 5800.00| 40.00000 5800.00| 32.00000 4640.00 CLASS 1 AGGREGATE BASE COURSE | | | 0050 409-02 174.000 GA | 1.30000 226.20| 2.00000 348.00| 4.50000 783.00 BITUMINOUS MATERIAL | | | 0055 601-02 188.000 CY | 400.00000 75200.00| 500.00000 94000.00| 850.00000 159800.00 CLASS B CONCRETE | | | 0060 602-01 29249.000 LB | 0.80000 23399.20| 1.00000 29249.00| 2.50000 73122.50 REINFORCING STEEL BARS | | | 0065 604-01(18)A2 24.000 LF | 50.00000 1200.00| 50.00000 1200.00| 26.50000 636.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 604-37(15)III 12.000 LF | 80.00000 960.00| 100.00000 1200.00| 85.00000 1020.00 REINFORCED CONCRETE PIPE | | | 0075 607-01(I) 225.000 LF | 25.00000 5625.00| 20.00000 4500.00| 18.50000 4162.50 TYPE 1 GUARDRAIL | | | 0080 636-11 2050.000 UN | 1.54000 3157.00| 1.00000 2050.00| 1.75000 3587.50 TRAFFIC CONTROL DEVICES | | | 0085 636-12 1.000 EA | 16.00000 16.00| 200.00000 200.00| 50.00000 50.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0090 636-13 4.000 EA | 16.00000 64.00| 10.00000 40.00| 50.00000 200.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9803501 COUNTIES : MINERAL LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 23-2224715 |(2) 55-0738462 |(3) 55-0705218 |IA CONSTRUCTION CORPORATION |C. D. ALT, INC. |NELSON EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-25(A) 480.000 DA | 0.70000 336.00| 1.50000 720.00| 1.50000 720.00 WARNING LIGHTS | | | 0100 636-25(B) 640.000 DA | 2.25000 1440.00| 2.50000 1600.00| 3.50000 2240.00 WARNING LIGHTS | | | 0105 638-02 13.000 EA | 85.00000 1105.00| 100.00000 1300.00| 50.00000 650.00 RIGHT OF WAY MARKERS | | | 0110 639-01 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0115 642-14 LUMP| 5600.00000 5600.00| 3000.00000 3000.00| 4000.00000 4000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0120 401-1(1)SG AA1 77.000 TN | 84.00000 6468.00| 140.00000 10780.00| 110.00000 8470.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0125 401-1(1)S AA2 70.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0130 636-02SG BB1 20.000 TN | 19.00000 380.00| 30.00000 600.00| 14.50000 290.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0135 636-02S BB2 18.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 239,822.40| $ 316,094.00| $ 370,934.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,822.40| $ 316,094.00| $ 370,934.70 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 9809281 COUNTIES : KANAWHA PUTNAM LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 01 BOONE OTHERS CONTRACT DESCRIPTION : HERBICIDE SPRAYING CONTRACT PROJECT(S) : S381-0HER/0B-098.00 00 LOCATION: DISTRICT ONE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4439286 CHEMI-TROL CHEMICAL CO. $ 17,279.36 100.0000% 2 23-2332783 DEANGELO BROTHERS INC. $ 21,524.72 124.5689% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 9809281 COUNTIES : KANAWHA PUTNAM LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 01 BOONE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 34-4439286 |(2) 23-2332783 | |CHEMI-TROL CHEMICAL CO. |DEANGELO BROTHERS INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE SPRAYING FOR GUARDRAIL | | | 0005 650-02(2) 212.800 LM | 81.20000 17279.36| 101.15000 21524.72| HERBICIDE SPRAYING FOR GUARDRAIL - 2 | | | LANES | | | SECTION TOTALS | $ 17,279.36| $ 21,524.72| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,279.36| $ 21,524.72| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 9809282 COUNTIES : WOOD JACKSON LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 ROANE OTHERS CONTRACT DESCRIPTION : HERBICIDE SPRAYING CONTRACT PROJECT(S) : S383-0HER/0B-098.00 00 LOCATION: DISTRICT THREE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4439286 CHEMI-TROL CHEMICAL CO. $ 14,206.22 100.0000% 2 23-2332783 DEANGELO BROTHERS INC. $ 21,593.45 151.9999% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 9809282 COUNTIES : WOOD JACKSON LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 03 ROANE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 34-4439286 |(2) 23-2332783 | |CHEMI-TROL CHEMICAL CO. |DEANGELO BROTHERS INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE SPRAYING FOR GUARDRAIL | | | 0005 650-02(2) 238.760 LM | 59.50000 14206.22| 90.44000 21593.45| HERBICIDE SPRAYING FOR GUARDRAIL - 2 | | | LANES | | | SECTION TOTALS | $ 14,206.22| $ 21,593.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,206.22| $ 21,593.45| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 9809284 COUNTIES : BERKELEY LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : HERBICIDE SPRAYING CONTRACT PROJECT(S) : S385-0HER/0B-098.00 00 LOCATION: DISTRICT FIVE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23-2332783 DEANGELO BROTHERS INC. $ 4,176.12 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 9809284 COUNTIES : BERKELEY LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 23-2332783 | | |DEANGELO BROTHERS INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE SPRAYING FOR GUARDRAIL | | | 0005 650-02(2) 52.000 LM | 80.31000 4176.12| | HERBICIDE SPRAYING FOR GUARDRAIL - 2 | | | LANES | | | SECTION TOTALS | $ 4,176.12| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,176.12| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 9809285 COUNTIES : OHIO LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : HERBICIDE SPRAYING CONTRACT PROJECT(S) : S386-0HER/0B-098.00 00 LOCATION: DISTRICT SIX 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23-2332783 DEANGELO BROTHERS INC. $ 3,116.47 100.0000% 2 34-4439286 CHEMI-TROL CHEMICAL CO. $ 5,433.12 174.3357% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 9809285 COUNTIES : OHIO LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 23-2332783 |(2) 34-4439286 | |DEANGELO BROTHERS INC. |CHEMI-TROL CHEMICAL CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE SPRAYING FOR GUARDRAIL | | | 0005 650-02(2) 36.960 LM | 84.32000 3116.47| 147.00000 5433.12| HERBICIDE SPRAYING FOR GUARDRAIL - 2 | | | LANES | | | SECTION TOTALS | $ 3,116.47| $ 5,433.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,116.47| $ 5,433.12| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 9809287 COUNTIES : RANDOLPH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : HERBICIDE SPRAYING CONTRACT PROJECT(S) : S388-0HER/0B-098.00 00 LOCATION: DISTRICT EIGHT 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23-2332783 DEANGELO BROTHERS INC. $ 1,975.85 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 9809287 COUNTIES : RANDOLPH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23-2332783 | | |DEANGELO BROTHERS INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE SPRAYING FOR GUARDRAIL | | | 0005 650-02(2) 21.280 LM | 92.85000 1975.85| | HERBICIDE SPRAYING FOR GUARDRAIL - 2 | | | LANES | | | SECTION TOTALS | $ 1,975.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,975.85| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 9809288 COUNTIES : GREENBRIER SUMMERS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 09 FAYETTE OTHERS CONTRACT DESCRIPTION : HERBICIDE SPRAYING CONTRACT PROJECT(S) : S389-0HER/0B-098.00 00 LOCATION: DISTRICT NINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4439286 CHEMI-TROL CHEMICAL CO. $ 19,455.22 100.0000% 2 23-2332783 DEANGELO BROTHERS INC. $ 19,928.06 102.4304% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 9809288 COUNTIES : GREENBRIER SUMMERS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 09 FAYETTE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 34-4439286 |(2) 23-2332783 | |CHEMI-TROL CHEMICAL CO. |DEANGELO BROTHERS INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE SPRAYING FOR GUARDRAIL | | | 0005 650-02(2) 208.300 LM | 93.40000 19455.22| 95.67000 19928.06| HERBICIDE SPRAYING FOR GUARDRAIL - 2 | | | LANES | | | SECTION TOTALS | $ 19,455.22| $ 19,928.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,455.22| $ 19,928.06| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 9607411 COUNTIES : MONONGALIA LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : JERE I-BEAM BRIDGE PROJECT(S) : S331-0007/18-001.38 00 LOCATION: SCOTTS RUN, 0.02 MI W WV 7 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 205,693.07 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 218,243.00 106.1012% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 241,904.61 117.6046% 4 55-0609442 MEC CONSTRUCTION, INC. $ 253,047.56 123.0219% 5 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 271,000.00 131.7496% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 9607411 COUNTIES : MONONGALIA LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 62-1345425 |(3) 55-0710073 |SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM 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 | 4650.00000 4650.00| 8000.00000 8000.00| 35350.00000 35350.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 14800.00000 14800.00| 10000.00000 10000.00| 9000.00000 9000.00 MOBILIZATION | | | 0015 207-01 101.000 CY | 14.15000 1429.15| 11.00000 1111.00| 20.00000 2020.00 UNCLASSIFIED EXCAVATION | | | 0020 307-01 67.000 CY | 34.50000 2311.50| 40.00000 2680.00| 60.00000 4020.00 CLASS 1 AGGREGATE BASE COURSE | | | 0025 409-02 95.000 GA | 2.00000 190.00| 2.00000 190.00| 1.00000 95.00 BITUMINOUS MATERIAL | | | 0030 607-01(III) 100.000 LF | 37.05000 3705.00| 36.00000 3600.00| 40.00000 4000.00 TYPE 1 GUARDRAIL | | | 0035 636-05 1.000 LS | 18100.00000 18100.00| 27500.00000 27500.00| 30000.00000 30000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0040 636-11 4106.000 UN | 0.01000 41.06| 1.00000 4106.00| 0.01000 41.06 TRAFFIC CONTROL DEVICES | | | 0045 636-12 1.000 EA | 49.70000 49.70| 1.00000 1.00| 0.01000 0.01 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0050 636-13 4.000 EA | 9.95000 39.80| 0.25000 1.00| 0.01000 0.04 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0055 636-14 200.000 HR | 34.85000 6970.00| 30.00000 6000.00| 0.01000 2.00 FLAGGER | | | 0060 636-19 125.000 LF | 15.20000 1900.00| 10.00000 1250.00| 30.00000 3750.00 TEMPORARY GUARDRAIL BARRIER | | | 0065 636-25(B) 600.000 DA | 1.60000 960.00| 2.50000 1500.00| 0.01000 6.00 WARNING LIGHTS | | | 0070 638-02 5.000 EA | 43.10000 215.50| 125.00000 625.00| 35.00000 175.00 RIGHT OF WAY MARKERS | | | 0075 639-01 LUMP| 3500.00000 3500.00| 3000.00000 3000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKES | | | 0080 640A-1 LUMP| 5300.00000 5300.00| 4000.00000 4000.00| 5000.00000 5000.00 MINIMAL FIELD OFFICE | | | 0085 401-1(2)SG BB1 48.000 TN | 205.15000 9847.20| 240.00000 11520.00| 200.00000 9600.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 9607411 COUNTIES : MONONGALIA LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 62-1345425 |(3) 55-0710073 |SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 401-1(2)S BB2 43.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0095 401-2(1)SG CC1 40.000 TN | 152.40000 6096.00| 130.00000 5200.00| 150.00000 6000.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0100 401-2(1)S CC2 36.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 80,104.91| $ 90,284.00| $ 111,059.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0105 203-01 LUMP| 12800.00000 12800.00| 12500.00000 12500.00| 5000.00000 5000.00 DISMANTLING STRUCTURES | | | 0110 212-01 131.000 CY | 55.75000 7303.25| 15.00000 1965.00| 75.00000 9825.00 STRUCTURE EXCAVATION | | | 0115 212-05 38.000 CY | 55.50000 2109.00| 90.00000 3420.00| 50.00000 1900.00 SELECT MATERIAL FOR BACKFILLING | | | 0120 218-06 103.000 CY | 27.50000 2832.50| 42.00000 4326.00| 30.00000 3090.00 FOUNDATION PROTECTION | | | 0125 601-02 163.000 CY | 321.50000 52404.50| 405.00000 66015.00| 400.00000 65200.00 CLASS B CONCRETE | | | 0130 602-02 16017.000 LB | 0.78000 12493.26| 0.80000 12813.60| 1.00000 16017.00 EPOXY COATED REINFORCING STEELBARS | | | 0135 603-01 234.500 LF | 127.70000 29945.65| 102.00000 23919.00| 125.00000 29312.50 PRESTRESSED CONCRETE BEAMS | | | 0140 639-01 LUMP| 4000.00000 4000.00| 1500.40000 1500.40| 1.00000 1.00 CONSTRUCTION LAYOUT STAKES | | | 0145 642-14 LUMP| 1700.00000 1700.00| 1500.00000 1500.00| 500.00000 500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | SECTION TOTALS | $ 125,588.16| $ 127,959.00| $ 130,845.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 205,693.07| $ 218,243.00| $ 241,904.61 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 9607411 COUNTIES : MONONGALIA LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0609442 |(5) 25-1493101 | |MEC CONSTRUCTION, INC. |UPON THIS ROCK CONSTRUCTION,| 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 | 11000.00000 11000.00| 2000.00000 2000.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| MOBILIZATION | | | 0015 207-01 101.000 CY | 27.00000 2727.00| 50.00000 5050.00| UNCLASSIFIED EXCAVATION | | | 0020 307-01 67.000 CY | 67.00000 4489.00| 50.00000 3350.00| CLASS 1 AGGREGATE BASE COURSE | | | 0025 409-02 95.000 GA | 1.10000 104.50| 7.00000 665.00| BITUMINOUS MATERIAL | | | 0030 607-01(III) 100.000 LF | 35.00000 3500.00| 33.00000 3300.00| TYPE 1 GUARDRAIL | | | 0035 636-05 1.000 LS | 22000.00000 22000.00| 65000.00000 65000.00| TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0040 636-11 4106.000 UN | 0.01000 41.06| 1.15000 4721.90| TRAFFIC CONTROL DEVICES | | | 0045 636-12 1.000 EA | 300.00000 300.00| 250.00000 250.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0050 636-13 4.000 EA | 100.00000 400.00| 3.00000 12.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0055 636-14 200.000 HR | 35.00000 7000.00| 35.00000 7000.00| FLAGGER | | | 0060 636-19 125.000 LF | 20.00000 2500.00| 33.00000 4125.00| TEMPORARY GUARDRAIL BARRIER | | | 0065 636-25(B) 600.000 DA | 2.00000 1200.00| 1.80000 1080.00| WARNING LIGHTS | | | 0070 638-02 5.000 EA | 100.00000 500.00| 75.00000 375.00| RIGHT OF WAY MARKERS | | | 0075 639-01 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| CONSTRUCTION LAYOUT STAKES | | | 0080 640A-1 LUMP| 6000.00000 6000.00| 2500.00000 2500.00| MINIMAL FIELD OFFICE | | | 0085 401-1(2)SG BB1 48.000 TN | 192.50000 9240.00| 175.00000 8400.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 029 -5 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 9607411 COUNTIES : MONONGALIA LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0609442 |(5) 25-1493101 | |MEC CONSTRUCTION, INC. |UPON THIS ROCK CONSTRUCTION,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 401-1(2)S BB2 43.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0095 401-2(1)SG CC1 40.000 TN | 130.00000 5200.00| 120.00000 4800.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0100 401-2(1)S CC2 36.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 88,701.56| $ 118,628.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0105 203-01 LUMP| 13250.00000 13250.00| 31355.85000 31355.85| DISMANTLING STRUCTURES | | | 0110 212-01 131.000 CY | 74.00000 9694.00| 40.00000 5240.00| STRUCTURE EXCAVATION | | | 0115 212-05 38.000 CY | 94.00000 3572.00| 75.00000 2850.00| SELECT MATERIAL FOR BACKFILLING | | | 0120 218-06 103.000 CY | 48.00000 4944.00| 50.00000 5150.00| FOUNDATION PROTECTION | | | 0125 601-02 163.000 CY | 445.00000 72535.00| 400.00000 65200.00| CLASS B CONCRETE | | | 0130 602-02 16017.000 LB | 1.00000 16017.00| 0.75000 12012.75| EPOXY COATED REINFORCING STEELBARS | | | 0135 603-01 234.500 LF | 172.00000 40334.00| 125.00000 29312.50| PRESTRESSED CONCRETE BEAMS | | | 0140 639-01 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| CONSTRUCTION LAYOUT STAKES | | | 0145 642-14 LUMP| 1500.00000 1500.00| 250.00000 250.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | SECTION TOTALS | $ 164,346.00| $ 152,371.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 253,047.56| $ 271,000.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 9806408 COUNTIES : MONONGALIA LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : CHESTNUT RIDGE ROAD AT PINEVIEW DRIVE PROJECT(S) : S331-0705/00-001.69 00 LOCATION: MORGANTOWN 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 27,507.00 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 34,942.80 127.0323% 3 55-0603639 HICKMAN ELECTRIC CORPORATION $ 62,439.00 226.9931% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 9806408 COUNTIES : MONONGALIA LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0343932 |(2) 55-0646159 |(3) 55-0603639 |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT|HICKMAN ELECTRIC CORPORATION 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| 1500.00000 1500.00| 3925.00000 3925.00| 1500.00000 1500.00 MOBILIZATION | | | 0010 636-11 4200.000 UN | 0.01000 42.00| 0.01000 42.00| 0.82000 3444.00 TRAFFIC CONTROL DEVICES | | | 0015 636-14 80.000 HR | 0.10000 8.00| 0.01000 0.80| 35.00000 2800.00 FLAGGER | | | 0020 636-21 4.000 DA | 30.00000 120.00| 25.00000 100.00| 30.00000 120.00 ELECTRIC ARROW | | | 0025 660-01(01) LUMP| 9050.00000 9050.00| 10000.00000 10000.00| 9500.00000 9500.00 SIGNAL CONTROLLERS | | | 0030 660-02(LPS-C) 6.000 EA | 135.00000 810.00| 150.00000 900.00| 200.00000 1200.00 TRAFFIC DETECTORS | | | 0035 660-03(V-12) 14.000 EA | 160.50000 2247.00| 175.00000 2450.00| 150.00000 2100.00 SIGNAL SECTIONS | | | 0040 660-05(H) 1.000 EA | 900.00000 900.00| 1000.00000 1000.00| 425.00000 425.00 JUNCTION BOXES, TYPE H | | | 0045 660-07(01) LUMP| 11210.00000 11210.00| 15000.00000 15000.00| 39670.00000 39670.00 MISCELLANEOUS SIGNAL | | | 0050 663-05(V) 30.000 LF | 18.00000 540.00| 17.50000 525.00| 20.00000 600.00 TYPE V, STOP LINES | | | 0055 663-10(V) 4.000 EA | 270.00000 1080.00| 250.00000 1000.00| 270.00000 1080.00 TYPE V, LANE ARROWS | | | SECTION TOTALS | $ 27,507.00| $ 34,942.80| $ 62,439.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,507.00| $ 34,942.80| $ 62,439.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 9705205 COUNTIES : NICHOLAS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : LITTLE ELK CREEK BRIDGE PROJECT(S) : S334-0019/25-000.09 00 LOCATION: BEG: 0.10 MI E WV 39 END: 0.11 MI E WV 39 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0750646 BANAM, INC. $ 180,587.40 100.0000% 2 55-0622971 KEITH MCCOY, DBA MCCOY CONSTRUCTION COMPANY $ 185,987.94 102.9905% 3 55-0747124 GRANDVIEW CONSTRUCTION, INC. $ 189,119.32 104.7245% 4 55-0671461 HOKE BROTHERS CONTRACTING $ 194,267.31 107.5752% 5 55-0534372 M & H CONCRETE STRUCTURES, INC. $ 207,455.11 114.8779% 6 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 207,884.00 115.1154% 7 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 225,911.00 125.0978% 8 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 236,076.29 130.7268% 9 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 287,000.00 158.9258% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 9705205 COUNTIES : NICHOLAS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0750646 |(2) 55-0622971 |(3) 55-0747124 |BANAM, INC. |MCCOY CONSTRUCTION COMPANY |GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201-01 1.000 LS | 2500.00000 2500.00| 8000.00000 8000.00| 3750.00000 3750.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 12000.00000 12000.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 12000.00000 12000.00| 9000.00000 9000.00| 12500.00000 12500.00 MOBILIZATION | | | 0020 207-01 85.000 M3 | 30.00000 2550.00| 25.00000 2125.00| 30.00000 2550.00 UNCLASSIFIED EXCAVATION | | | 0025 207-34 374.000 M2 | 1.50000 561.00| 2.00000 748.00| 1.15000 430.10 FABRIC FOR SEPARATION | | | 0030 212-01 190.000 M3 | 35.00000 6650.00| 28.00000 5320.00| 6.75000 1282.50 STRUCTURE EXCAVATION | | | 0035 212-05 78.000 M3 | 90.00000 7020.00| 60.00000 4680.00| 71.00000 5538.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 217-01 2.000 M3 | 200.00000 400.00| 100.00000 200.00| 20.00000 40.00 SPECIAL ROCK FILL | | | 0045 307-01 76.000 M3 | 67.00000 5092.00| 70.00000 5320.00| 78.00000 5928.00 CLASS I AGGREGATE BASE COURSE | | | 0050 408-02 50.000 L | 1.00000 50.00| 0.30000 15.00| 0.35000 17.50 BITUMINOUS MATERIAL | | | 0055 409-02 418.000 L | 1.00000 418.00| 0.30000 125.40| 0.35000 146.30 BITUMINOUS MATERIAL PRIME | | | 0060 601-02 79.000 M3 | 400.00000 31600.00| 550.00000 43450.00| 460.00000 36340.00 CLASS B CONCRETE | | | 0065 602-02 3330.000 KG | 1.10000 3663.00| 1.50000 4995.00| 1.25000 4162.50 EPOXY COATED REINFORCING BARS | | | 0070 6031604320914 87.500 M | 410.00000 35875.00| 475.00000 41562.50| 437.00000 38237.50 PRESTRESSED CONCRETE BOX BEAMS 432MM X | | | 914MM | | | 0075 607-011 53.340 M | 140.00000 7467.60| 31.00000 1653.54| 142.50000 7600.95 TYPE 1 GUARDRAIL, CLASS I | | | 0080 616-05H310079 16.720 M | 260.00000 4347.20| 150.00000 2508.00| 650.00000 10868.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0085 616-05S310074 43.170 M | 280.00000 12087.60| 150.00000 6475.50| 361.00000 15584.37 STEEL BEARING PILES, SP 310X74, | | | PRE-DRILL | | | 0090 636-01 LUMP| 5500.00000 5500.00| 4000.00000 4000.00| 4800.00000 4800.00 TRAFFIC CONTROL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 9705205 COUNTIES : NICHOLAS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0750646 |(2) 55-0622971 |(3) 55-0747124 |BANAM, INC. |MCCOY CONSTRUCTION COMPANY |GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-05 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 18250.00000 18250.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0100 639-01 LUMP| 4500.00000 4500.00| 4000.00000 4000.00| 1635.00000 1635.00 CONSTRUCTION LAYOUT STAKES | | | 0105 642-11 35.000 EA | 6.00000 210.00| 10.00000 350.00| 8.30000 290.50 HAY OR STRAW BALES | | | 0110 642-12 22.000 M | 8.00000 176.00| 10.00000 220.00| 2.30000 50.60 SILT FENCE | | | 0115 401-1(2)SG AA1 48.000 MGR | 140.00000 6720.00| 80.00000 3840.00| 91.25000 4380.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0120 401-1(2)S AA2 43.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0125 401-2(1)SG BB1 30.000 MGR | 140.00000 4200.00| 80.00000 2400.00| 91.25000 2737.50 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0130 401-2(1)S BB2 27.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 180,587.40| $ 185,987.94| $ 189,119.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 180,587.40| $ 185,987.94| $ 189,119.32 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 9705205 COUNTIES : NICHOLAS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0534372 |(6) 55-0710073 |HOKE BROTHERS CONTRACTING |M & H CONCRETE STRUCTURES, I|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 201-01 1.000 LS | 2000.00000 2000.00| 6660.00000 6660.00| 6000.00000 6000.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 20000.00000 20000.00| 9200.00000 9200.00| 5000.00000 5000.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION | | | 0020 207-01 85.000 M3 | 10.00000 850.00| 30.00000 2550.00| 40.00000 3400.00 UNCLASSIFIED EXCAVATION | | | 0025 207-34 374.000 M2 | 2.00000 748.00| 2.00000 748.00| 2.00000 748.00 FABRIC FOR SEPARATION | | | 0030 212-01 190.000 M3 | 5.00000 950.00| 33.00000 6270.00| 50.00000 9500.00 STRUCTURE EXCAVATION | | | 0035 212-05 78.000 M3 | 100.00000 7800.00| 90.00000 7020.00| 75.00000 5850.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 217-01 2.000 M3 | 100.00000 200.00| 300.00000 600.00| 50.00000 100.00 SPECIAL ROCK FILL | | | 0045 307-01 76.000 M3 | 35.00000 2660.00| 67.00000 5092.00| 100.00000 7600.00 CLASS I AGGREGATE BASE COURSE | | | 0050 408-02 50.000 L | 0.32000 16.00| 0.72000 36.00| 0.30000 15.00 BITUMINOUS MATERIAL | | | 0055 409-02 418.000 L | 0.32000 133.76| 0.72000 300.96| 0.30000 125.40 BITUMINOUS MATERIAL PRIME | | | 0060 601-02 79.000 M3 | 540.00000 42660.00| 565.00000 44635.00| 600.00000 47400.00 CLASS B CONCRETE | | | 0065 602-02 3330.000 KG | 2.10000 6993.00| 2.20000 7326.00| 2.80000 9324.00 EPOXY COATED REINFORCING BARS | | | 0070 6031604320914 87.500 M | 365.00000 31937.50| 478.00000 41825.00| 400.00000 35000.00 PRESTRESSED CONCRETE BOX BEAMS 432MM X | | | 914MM | | | 0075 607-011 53.340 M | 129.00000 6880.86| 129.00000 6880.86| 125.00000 6667.50 TYPE 1 GUARDRAIL, CLASS I | | | 0080 616-05H310079 16.720 M | 371.00000 6203.12| 243.00000 4062.96| 450.00000 7524.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0085 616-05S310074 43.170 M | 371.00000 16016.07| 249.00000 10749.33| 450.00000 19426.50 STEEL BEARING PILES, SP 310X74, | | | PRE-DRILL | | | 0090 636-01 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 4000.00000 4000.00 TRAFFIC CONTROL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 9705205 COUNTIES : NICHOLAS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0534372 |(6) 55-0710073 |HOKE BROTHERS CONTRACTING |M & H CONCRETE STRUCTURES, I|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-05 LUMP| 20000.00000 20000.00| 21250.00000 21250.00| 12503.60000 12503.60 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0100 639-01 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKES | | | 0105 642-11 35.000 EA | 5.00000 175.00| 5.00000 175.00| 30.00000 1050.00 HAY OR STRAW BALES | | | 0110 642-12 22.000 M | 5.00000 110.00| 7.00000 154.00| 10.00000 220.00 SILT FENCE | | | 0115 401-1(2)SG AA1 48.000 MGR | 153.00000 7344.00| 140.00000 6720.00| 185.00000 8880.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0120 401-1(2)S AA2 43.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0125 401-2(1)SG BB1 30.000 MGR | 153.00000 4590.00| 140.00000 4200.00| 185.00000 5550.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0130 401-2(1)S BB2 27.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 194,267.31| $ 207,455.11| $ 207,884.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 194,267.31| $ 207,455.11| $ 207,884.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 031 -6 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 9705205 COUNTIES : NICHOLAS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0487806 |(9) 25-1493101 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|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 201-01 1.000 LS | 15500.00000 15500.00| 4100.00000 4100.00| 1600.00000 1600.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 17500.00000 17500.00| 9800.00000 9800.00| 34512.75000 34512.75 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 16000.00000 16000.00| 15000.00000 15000.00| 5000.00000 5000.00 MOBILIZATION | | | 0020 207-01 85.000 M3 | 15.00000 1275.00| 36.00000 3060.00| 65.00000 5525.00 UNCLASSIFIED EXCAVATION | | | 0025 207-34 374.000 M2 | 2.00000 748.00| 1.70000 635.80| 1.50000 561.00 FABRIC FOR SEPARATION | | | 0030 212-01 190.000 M3 | 20.00000 3800.00| 90.00000 17100.00| 35.00000 6650.00 STRUCTURE EXCAVATION | | | 0035 212-05 78.000 M3 | 100.00000 7800.00| 103.00000 8034.00| 75.00000 5850.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 217-01 2.000 M3 | 110.00000 220.00| 288.00000 576.00| 125.00000 250.00 SPECIAL ROCK FILL | | | 0045 307-01 76.000 M3 | 50.00000 3800.00| 110.00000 8360.00| 75.00000 5700.00 CLASS I AGGREGATE BASE COURSE | | | 0050 408-02 50.000 L | 0.50000 25.00| 0.31000 15.50| 0.65000 32.50 BITUMINOUS MATERIAL | | | 0055 409-02 418.000 L | 0.50000 209.00| 0.31000 129.58| 0.65000 271.70 BITUMINOUS MATERIAL PRIME | | | 0060 601-02 79.000 M3 | 540.00000 42660.00| 827.00000 65333.00| 700.00000 55300.00 CLASS B CONCRETE | | | 0065 602-02 3330.000 KG | 2.00000 6660.00| 2.99000 9956.70| 2.50000 8325.00 EPOXY COATED REINFORCING BARS | | | 0070 6031604320914 87.500 M | 328.00000 28700.00| 347.00000 30362.50| 400.00000 35000.00 PRESTRESSED CONCRETE BOX BEAMS 432MM X | | | 914MM | | | 0075 607-011 53.340 M | 130.00000 6934.20| 129.00000 6880.86| 70.00000 3733.80 TYPE 1 GUARDRAIL, CLASS I | | | 0080 616-05H310079 16.720 M | 180.00000 3009.60| 359.00000 6002.48| 625.00000 10450.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0085 616-05S310074 43.170 M | 190.00000 8202.30| 411.00000 17742.87| 625.00000 26981.25 STEEL BEARING PILES, SP 310X74, | | | PRE-DRILL | | | 0090 636-01 LUMP| 27000.00000 27000.00| 7700.00000 7700.00| 2500.00000 2500.00 TRAFFIC CONTROL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 031 -7 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 9705205 COUNTIES : NICHOLAS LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0487806 |(9) 25-1493101 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-05 LUMP| 25000.00000 25000.00| 13700.00000 13700.00| 65000.00000 65000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0100 639-01 LUMP| 4000.90000 4000.90| 4450.00000 4450.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKES | | | 0105 642-11 35.000 EA | 3.00000 105.00| 10.00000 350.00| 1.00000 35.00 HAY OR STRAW BALES | | | 0110 642-12 22.000 M | 6.00000 132.00| 16.00000 352.00| 1.00000 22.00 SILT FENCE | | | 0115 401-1(2)SG AA1 48.000 MGR | 85.00000 4080.00| 82.50000 3960.00| 150.00000 7200.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0120 401-1(2)S AA2 43.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0125 401-2(1)SG BB1 30.000 MGR | 85.00000 2550.00| 82.50000 2475.00| 150.00000 4500.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0130 401-2(1)S BB2 27.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 225,911.00| $ 236,076.29| $ 287,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 225,911.00| $ 236,076.29| $ 287,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 9807711 COUNTIES : RALEIGH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : WV 307 AT US 19 AND WV 3 PROJECT(S) : U341-0019/00-012.90 00 LOCATION: BEAVER 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 24,103.50 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 36,992.80 153.4748% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 9807711 COUNTIES : RALEIGH LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0343932 |(2) 55-0646159 | |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| 4500.00000 4500.00| 5400.00000 5400.00| MOBILIZATION | | | 0010 636-11 4200.000 UN | 0.01000 42.00| 0.01000 42.00| TRAFFIC CONTROL DEVICES | | | 0015 636-14 80.000 HR | 0.10000 8.00| 0.01000 0.80| FLAGGER | | | 0020 660-02(LPS) 1.000 EA | 217.00000 217.00| 125.00000 125.00| TRAFFIC DETECTORS | | | 0025 660-02(LPS-SD 1.000 EA | 277.00000 277.00| 150.00000 150.00| TRAFFIC DETECTORS | | | 0030 660-03(V-12) 8.000 EA | 145.00000 1160.00| 150.00000 1200.00| SIGNAL SECTIONS | | | 0035 660-04(C1)A 2.000 EA | 3190.00000 6380.00| 3250.00000 6500.00| SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0040 660-05(H) 1.000 EA | 875.00000 875.00| 1000.00000 1000.00| JUNCTION BOXES, TYPE H | | | 0045 660-07(01) LUMP| 9500.00000 9500.00| 21000.00000 21000.00| MISCELLANEOUS SIGNAL 01 | | | 0050 662-14 LUMP| 25.00000 25.00| 500.00000 500.00| INCIDENTAL ELECTRICAL WORK | | | 0055 663-05(V) 30.000 LF | 17.65000 529.50| 17.50000 525.00| TYPE V, STOP LINES 24" | | | 0060 663-10(V) 2.000 EA | 295.00000 590.00| 275.00000 550.00| TYPE V, LANE ARROWS | | | SECTION TOTALS | $ 24,103.50| $ 36,992.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 24,103.50| $ 36,992.80| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 9809917 COUNTIES : HARDY LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : HARDY COUNTY HQS BUILDING PROJECT(S) : G016-0HCM/0H-001.00 00 LOCATION: MOOREFIELD 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0669118 HARCO CONSTRUCTION COMPANY, INC. $ 474,247.00 100.0000% 2 55-0738462 C. D. ALT, INC. $ 477,500.00 100.6859% 3 55-0618198 TRIMBLE ENGINEERS & CONSTRUCTORS, INC. $ 586,985.00 123.7720% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/29/98 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 9809917 COUNTIES : HARDY LETTING DATE : 04/28/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0669118 |(2) 55-0738462 |(3) 55-0618198 |HARCO CONSTRUCTION COMPANY, |C. D. ALT, INC. |TRIMBLE ENGINEERS & CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW CONSTRUCTION | | | 0005 672-13 LUMP| 474247.00000 474247.00| 477500.00000 477500.00| 586985.00000 586985.00 OFFICE BUILDING | | | SECTION TOTALS | $ 474,247.00| $ 477,500.00| $ 586,985.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 474,247.00| $ 477,500.00| $ 586,985.00 ====================================================================================================================================