1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9614415R1 COUNTIES : WOOD LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : POND CREEK ROAD OVERPASS BRIDGE PIER WRAP PROJECT(S) : S354-0077/00-158.67 00 00NH 0773 284 E0 LOCATION: ON I-77 OVER CR 25; 4.26 MILES NORTH OF CR 1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0602314 WISEMAN CONSTRUCTION COMPANY, INC. $ 180,630.00 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 187,600.00 103.8587% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 199,110.00 110.2308% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 212,462.00 117.6227% 5 54-0676748 LANFORD BROTHERS CO., INC. $ 228,137.80 126.3011% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9614415R1 COUNTIES : WOOD LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0602314 |(2) 31-1316393 |(3) 62-1345425 |WISEMAN CONSTRUCTION COMPANY|AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 POND CR RD OP BR PIER WRAP | | | 0005 204-01 LUMP| 4400.00000 4400.00| 10861.80000 10861.80| 33000.00000 33000.00 MOBILIZATION | | | 0010 601-15C LUMP| 10600.00000 10600.00| 25000.00000 25000.00| 17000.00000 17000.00 REPAIR OF CONCRETE COLUMNS WITH FIBER | | | COMPOSITE WRAP SYSTEM | | | 0015 601-15D LUMP| 42900.00000 42900.00| 50000.00000 50000.00| 53000.00000 53000.00 REPAIR OF CONCRETE COLUMNS WITH FIBER | | | COMPOSITE PREFABRICATED JACKET SYSTEM | | | 0020 615-12 24.000 EA | 1185.00000 28440.00| 850.00000 20400.00| 1000.00000 24000.00 RESETTING BRIDGE BEARINGS | | | 0025 625-16 101.000 LF | 415.00000 41915.00| 470.00000 47470.00| 325.00000 32825.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0030 625-17 101.000 LF | 44.00000 4444.00| 55.00000 5555.00| 35.00000 3535.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0035 636-09 5000.000 LF | 1.45000 7250.00| 2.00000 10000.00| 1.50000 7500.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 0040 636-11 14480.000 UN | 1.20000 17376.00| 1.05000 15204.00| 1.25000 18100.00 TRAFFIC CONTROL DEVICES | | | 0045 636-14 200.000 HR | 31.00000 6200.00| 0.01000 2.00| 32.00000 6400.00 FLAGGER | | | 0050 636-14B 50.000 HR | 26.50000 1325.00| 20.00000 1000.00| 33.00000 1650.00 TRAFFIC DIRECTOR | | | 0055 636-21 60.000 DA | 22.00000 1320.00| 10.00000 600.00| 10.00000 600.00 ELECTRIC ARROW | | | 0060 636-25(B) 720.000 DA | 1.75000 1260.00| 0.01000 7.20| 2.00000 1440.00 WARNING LIGHTS | | | 0065 636-28 60.000 DA | 220.00000 13200.00| 25.00000 1500.00| 1.00000 60.00 SHADOW VEHICLE | | | SECTION TOTALS | $ 180,630.00| $ 187,600.00| $ 199,110.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 180,630.00| $ 187,600.00| $ 199,110.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9614415R1 COUNTIES : WOOD LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0487806 |(5) 54-0676748 | |ORDERS CONSTRUCTION COMPANY,|LANFORD BROTHERS CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 POND CR RD OP BR PIER WRAP | | | 0005 204-01 LUMP| 11800.00000 11800.00| 13500.00000 13500.00| MOBILIZATION | | | 0010 601-15C LUMP| 17700.00000 17700.00| 22400.00000 22400.00| REPAIR OF CONCRETE COLUMNS WITH FIBER | | | COMPOSITE WRAP SYSTEM | | | 0015 601-15D LUMP| 42400.00000 42400.00| 64500.00000 64500.00| REPAIR OF CONCRETE COLUMNS WITH FIBER | | | COMPOSITE PREFABRICATED JACKET SYSTEM | | | 0020 615-12 24.000 EA | 930.00000 22320.00| 750.00000 18000.00| RESETTING BRIDGE BEARINGS | | | 0025 625-16 101.000 LF | 690.00000 69690.00| 700.00000 70700.00| REMOVE AND REBUILD EXPANSION JOINT | | | 0030 625-17 101.000 LF | 160.00000 16160.00| 45.00000 4545.00| INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0035 636-09 5000.000 LF | 1.10000 5500.00| 1.31000 6550.00| TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 0040 636-11 14480.000 UN | 1.10000 15928.00| 1.15000 16652.00| TRAFFIC CONTROL DEVICES | | | 0045 636-14 200.000 HR | 0.01000 2.00| 32.00000 6400.00| FLAGGER | | | 0050 636-14B 50.000 HR | 27.00000 1350.00| 25.00000 1250.00| TRAFFIC DIRECTOR | | | 0055 636-21 60.000 DA | 11.00000 660.00| 11.00000 660.00| ELECTRIC ARROW | | | 0060 636-25(B) 720.000 DA | 1.60000 1152.00| 1.64000 1180.80| WARNING LIGHTS | | | 0065 636-28 60.000 DA | 130.00000 7800.00| 30.00000 1800.00| SHADOW VEHICLE | | | SECTION TOTALS | $ 212,462.00| $ 228,137.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 212,462.00| $ 228,137.80| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9618001R1 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MIDDLETOWN MALL - FAIRMONT ROAD PROJECT(S) : S325-0250/00-003.50 00 0STP 0250 080 EQ0 LOCATION: 0.13 MI N I-79 OFF RAMP - 0.25 MI S CO 250 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 226,307.66 100.0000% 2 34-0755286 OHIO VALLEY PAVING CORPORATION $ 233,829.62 103.3237% 3 55-0328627 J. F. ALLEN COMPANY $ 250,367.66 110.6315% 4 55-0483580 HARMAN CONSTRUCTION, INC. AND SUBSIDIARY $ 267,832.80 118.3489% 55-0592491 DODD GENERAL CONTRACTORS CORPORATION IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9618001R1 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 34-0755286 |(3) 55-0328627 |MOUNTAINEER CONTRACTORS, INC|OHIO VALLEY PAVING CORPORATI|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0005 218-03 60.000 M3 | 150.00000 9000.00| 230.00000 13800.00| 218.40000 13104.00 GABIONS | | | 0010 229-01 3.600 KM | 2500.00000 9000.00| 3240.00000 11664.00| 3777.00000 13597.20 SHOULDERS AND DITCHES | | | 0015 240-010450 36.000 M | 48.00000 1728.00| 50.00000 1800.00| 60.00000 2160.00 CLEANING CULVERTS 450MM | | | 0020 408-02 8230.000 L | 0.01000 82.30| 0.22000 1810.60| 0.30000 2469.00 BITUMINOUS MATERIAL | | | 0025 415-01 500.000 M2 | 8.00000 4000.00| 13.69000 6845.00| 6.50000 3250.00 REMOVE BITUMINOUS CONCRETE SURFACE | | | 0030 604-010600A2 26.000 M | 200.00000 5200.00| 370.00000 9620.00| 572.25000 14878.50 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0035 604-090600 2.000 EA | 150.00000 300.00| 450.00000 900.00| 262.50000 525.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0040 605-09 6.000 EA | 1550.00000 9300.00| 1800.00000 10800.00| 2730.00000 16380.00 TYPE G INLET | | | 0045 607-012 293.400 M | 26.50000 7775.10| 25.22000 7399.55| 27.85000 8171.19 TYPE 1 GUARDRAIL CLASS II | | | 0050 607-091 1461.200 M | 11.80000 17242.16| 10.52000 15371.82| 12.40000 18118.88 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607-101 99.100 M | 6.56000 650.10| 6.56000 650.10| 6.90000 683.79 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0060 607-35 20.000 EA | 42.00000 840.00| 42.00000 840.00| 44.10000 882.00 GUARDRAIL ELEMENT | | | 0065 607-42 20.000 EA | 23.00000 460.00| 23.00000 460.00| 24.15000 483.00 STEEL POST 1.8M | | | 0070 636-06 8.000 DA | 500.00000 4000.00| 385.00000 3080.00| 400.00000 3200.00 PILOT TRUCK AND DRIVER | | | 0075 636-08 7000.000 M | 0.50000 3500.00| 0.55000 3850.00| 0.80000 5600.00 TEMP PVMT MARKING-PAINT | | | 0080 636-11 1960.000 UN | 1.00000 1960.00| 1.00000 1960.00| 0.01000 19.60 TRAFFIC CONTROL DEVICE | | | 0085 636-14 460.000 HR | 40.00000 18400.00| 32.00000 14720.00| 37.50000 17250.00 FLAGGER | | | 0090 308-01SG AA1 680.000 MGR | 20.00000 13600.00| 21.01000 14286.80| 19.70000 13396.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9618001R1 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 34-0755286 |(3) 55-0328627 |MOUNTAINEER CONTRACTORS, INC|OHIO VALLEY PAVING CORPORATI|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 308-01S AA2 620.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0100 308-07SG BB1 10.000 MGR | 60.00000 600.00| 75.00000 750.00| 50.00000 500.00 CLASS 7 AGGREGATE STONE OR GRAVEL | | | 0105 308-07S BB2 9.000 MGR | | | CLASS 7 AGGREGATE, SLAG | | | 0110 401-7SG CC1 940.000 MGR | 38.00000 35720.00| 34.20000 32148.00| 35.05000 32947.00 SRCATCH COURSE, STONE OR GRAVEL | | | 0115 401-7S CC2 855.000 MGR | | | SCRATCH COURSE, SLAG | | | 0120 402-01SG DD1 1975.000 MGR | 42.00000 82950.00| 41.05000 81073.75| 41.90000 82752.50 HMA SKID PAVEMENT, STONE/GRAVEL | | | 0125 402-01S DD2 1800.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 226,307.66| $ 233,829.62| $ 250,367.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 226,307.66| $ 233,829.62| $ 250,367.66 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9618001R1 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0483580 | | |HARMAN CONSTRUCTION, INC. & | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0005 218-03 60.000 M3 | 300.00000 18000.00| | GABIONS | | | 0010 229-01 3.600 KM | 4480.00000 16128.00| | SHOULDERS AND DITCHES | | | 0015 240-010450 36.000 M | 64.00000 2304.00| | CLEANING CULVERTS 450MM | | | 0020 408-02 8230.000 L | 0.01000 82.30| | BITUMINOUS MATERIAL | | | 0025 415-01 500.000 M2 | 8.00000 4000.00| | REMOVE BITUMINOUS CONCRETE SURFACE | | | 0030 604-010600A2 26.000 M | 800.00000 20800.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0035 604-090600 2.000 EA | 115.00000 230.00| | END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0040 605-09 6.000 EA | 2440.00000 14640.00| | TYPE G INLET | | | 0045 607-012 293.400 M | 27.00000 7921.80| | TYPE 1 GUARDRAIL CLASS II | | | 0050 607-091 1461.200 M | 11.25000 16438.50| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607-101 99.100 M | 7.00000 693.70| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0060 607-35 20.000 EA | 45.00000 900.00| | GUARDRAIL ELEMENT | | | 0065 607-42 20.000 EA | 42.50000 850.00| | STEEL POST 1.8M | | | 0070 636-06 8.000 DA | 335.00000 2680.00| | PILOT TRUCK AND DRIVER | | | 0075 636-08 7000.000 M | 0.55000 3850.00| | TEMP PVMT MARKING-PAINT | | | 0080 636-11 1960.000 UN | 0.95000 1862.00| | TRAFFIC CONTROL DEVICE | | | 0085 636-14 460.000 HR | 29.00000 13340.00| | FLAGGER | | | 0090 308-01SG AA1 680.000 MGR | 20.00000 13600.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9618001R1 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0483580 | | |HARMAN CONSTRUCTION, INC. & | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 308-01S AA2 620.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0100 308-07SG BB1 10.000 MGR | 45.00000 450.00| | CLASS 7 AGGREGATE STONE OR GRAVEL | | | 0105 308-07S BB2 9.000 MGR | | | CLASS 7 AGGREGATE, SLAG | | | 0110 401-7SG CC1 940.000 MGR | 37.50000 35250.00| | SRCATCH COURSE, STONE OR GRAVEL | | | 0115 401-7S CC2 855.000 MGR | | | SCRATCH COURSE, SLAG | | | 0120 402-01SG DD1 1975.000 MGR | 47.50000 93812.50| | HMA SKID PAVEMENT, STONE/GRAVEL | | | 0125 402-01S DD2 1800.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 267,832.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 267,832.80| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9716920A COUNTIES : WAYNE LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : KENOVA TO PRICHARD PROJECT(S) : U350-0052/00-004.90 00 0DPS 0011 053 000 LOCATION: I-64 I/C-0.64 MI. S. EXIST. US52 & US52 CO 1/2-CO19 U350-0052/00-010.85 00 0DPS 0011 056 000 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 158,158.00 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9716920A COUNTIES : WAYNE LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BUILDING DEMO & ASBESTOS ABATEMENT | | | 0005 202-01 1.000 LS | 7000.00000 7000.00| | BUILDING DEMOLITION 202-01(37)-1 | | | 0010 202-01 1.000 LS | 4800.00000 4800.00| | BUILDING DEMOLITION 202-01(37)-2 | | | 0015 202-01 1.000 LS | 1800.00000 1800.00| | BUILDING DEMOLITION 202-01(37)-3 | | | 0020 202-01 1.000 LS | 600.00000 600.00| | BUILDING DEMOLITION 202-01(37)-4A | | | 0025 202-01 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION 202-01(37)-4B | | | 0030 202-01 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION 202-01(37)-5 | | | 0035 202-01 1.000 LS | 2040.00000 2040.00| | BUILDING DEMOLITION 202-01(01)-1 | | | 0040 202-01 1.000 LS | 720.00000 720.00| | BUILDING DEMOLITION 202-01(01)-2 | | | 0045 202-01 1.000 LS | 1920.00000 1920.00| | BUILDING DEMOLITION 202-01(02)-1 | | | 0050 202-01 1.000 LS | 2040.00000 2040.00| | BUILDING DEMOLITION 202-01(04)-1 | | | 0055 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(04)-2 | | | 0060 202-01 1.000 LS | 1020.00000 1020.00| | BUILDING DEMOLITION 202-01(03)-1 | | | 0065 202-01 1.000 LS | 2040.00000 2040.00| | BUILDING DEMOLITION 202-01(05)-2 | | | 0070 202-01 1.000 LS | 840.00000 840.00| | BUILDING DEMOLITION 202-01(05)-3 | | | 0075 202-01 1.000 LS | 600.00000 600.00| | BUILDING DEMOLITION 202-01(38)-1 | | | 0080 202-01 1.000 LS | 2280.00000 2280.00| | BUILDING DEMOLITION 202-01(09)-1 | | | 0085 202-01 1.000 LS | 600.00000 600.00| | BUILDING DEMOLITION 202-01(09)-2 | | | 0090 202-01 1.000 LS | 840.00000 840.00| | BUILDING DEMOLITION 202-01(09)-3 | | | 0095 202-01 1.000 LS | 1440.00000 1440.00| | BUILDING DEMOLITION 202-01(09)-4 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9716920A COUNTIES : WAYNE LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-02(09)-5 | | | 0105 202-01 1.000 LS | 2040.00000 2040.00| | BUILDING DEMOLITION 202-01(08)-1 | | | 0110 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(08)-2 | | | 0115 202-01 1.000 LS | 420.00000 420.00| | BUILDING DEMOLITION 202-01(08)-3 | | | 0120 202-01 1.000 LS | 3000.00000 3000.00| | BUILDING DEMOLITION 202-01(11)-1 | | | 0125 202-01 1.000 LS | 840.00000 840.00| | BUILDING DEMOLITION 202-01(13)-1 | | | 0130 202-01 1.000 LS | 720.00000 720.00| | BUILDING DEMOLITION 202-01(13)-2 | | | 0135 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(15)-1 | | | 0140 202-01 1.000 LS | 1920.00000 1920.00| | BUILDING DEMOLITION 202-01(16)-1 | | | 0145 202-01 1.000 LS | 2640.00000 2640.00| | BUILDING DEMOLITION 202-01(17)-1 | | | 0150 202-01 1.000 LS | 1440.00000 1440.00| | BUILDING DEMOLITION 202-01(17)-2 | | | 0155 202-01 1.000 LS | 1080.00000 1080.00| | BUILDING DEMOLITION 202-01(17)-3 | | | 0200 202-01 1.000 LS | 3360.00000 3360.00| | BUILDING DEMOLITION 202-01(25)-1 | | | 0205 202-01 1.000 LS | 3360.00000 3360.00| | BUILDING DEMOLITION 202-01(24)-1 | | | 0210 202-01 1.000 LS | 1440.00000 1440.00| | BUILDING DEMOLITION 202-01(24)-2 | | | 0215 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(24)-3 | | | 0255 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(31)-1 | | | 0260 202-01 1.000 LS | 3360.00000 3360.00| | BUILDING DEMOLITION 202-01(32)-1 | | | 0265 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(32)-2 | | | 0270 202-01 1.000 LS | 960.00000 960.00| | BUILDING DEMOLITION 202-01(33)-1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9716920A COUNTIES : WAYNE LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 202-02 LUMP| 1260.00000 1260.00| | WATER WELL ABANDONMENT 202-02(04)-2 | | | 0295 202-02 LUMP| 1260.00000 1260.00| | WATER WELL ABANDONMENT 202-02(09)-02 | | | 0300 202-02 LUMP| 1260.00000 1260.00| | WATER WELL ABANDONMENT 202-02(15) | | | 0305 202-02 LUMP| 1260.00000 1260.00| | WATER WELL ABANDONMENT 202-02(24)-3 | | | 0315 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(37) | | | 0320 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(01) | | | 0325 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(02) | | | 0330 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(04) | | | 0335 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(05) | | | 0340 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(06) | | | 0345 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(09)-1 | | | 0350 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(09)-2 | | | 0355 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(09)-3 | | | 0360 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(09)-4 | | | 0365 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(08) | | | 0370 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(11) | | | 0375 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(15) | | | 0380 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(16) | | | 0385 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT 202-03(24) | | | 0397 204-01 LUMP| 12000.00000 12000.00| | MOBILIZATION 204-02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9716920A COUNTIES : WAYNE LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0405 681-01 LUMP| 2340.00000 2340.00| | ASBESTOS ABATEMENT 681-01(05)-2 | | | 0410 681-01 LUMP| 1200.00000 1200.00| | ASBESTOS ABATEMENT 681-01(09)-4 | | | 0415 681-01 LUMP| 2040.00000 2040.00| | ASBESTOS ABATEMENT 681-01(08)-1 | | | 0420 681-01 LUMP| 6600.00000 6600.00| | ASBESTOS ABATEMENT 681-01(11)-1 | | | 0440 681-01 LUMP| 1440.00000 1440.00| | ASBESTOS ABATEMENT 681-01(32)-1 | | | SECTION TOTALS | $ 106,550.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BUILDING DEMO & ASBESTOS ABATEMENT | | | 0490 202-01 1.000 LS | 1800.00000 1800.00| | BUILDING DEMOLITION 202-01(10) | | | 0495 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(11) | | | 0500 202-01 1.000 LS | 2040.00000 2040.00| | BUILDING DEMOLITION 202-01(12) | | | 0505 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(13) | | | 0510 202-01 1.000 LS | 720.00000 720.00| | BUILDING DEMOLITION 202-01(14) | | | 0515 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(15) | | | 0525 202-01 1.000 LS | 1680.00000 1680.00| | BUILDING DEMOLITION 202-01(17) | | | 0530 202-01 1.000 LS | 1920.00000 1920.00| | BUILDING DEMOLITION 202-01(18) | | | 0535 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(19) | | | 0575 202-01 1.000 LS | 2520.00000 2520.00| | BUILDING DEMOLITION 202-01(27) | | | 0613 202-01 1.000 LS | 900.00000 900.00| | BUILDING DEMOLITION 202-01(35)-1 | | | 0615 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(35)-2 | | | 0620 202-01 1.000 LS | 1560.00000 1560.00| | BUILDING DEMOLITION 202-01(36) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9716920A COUNTIES : WAYNE LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0625 202-01 1.000 LS | 1560.00000 1560.00| | BUILDING DEMOLITION 202-01(37) | | | 0630 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(38) | | | 0635 202-01 1.000 LS | 2040.00000 2040.00| | BUILDING DEMOLITION 202-01(39) | | | 0640 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(40) | | | 0645 202-01 1.000 LS | 390.00000 390.00| | BUILDING DEMOLITION 202-01(41) | | | 0650 202-01 1.000 LS | 2580.00000 2580.00| | BUILDING DEMOLITION 202-01(42) | | | 0655 202-01 1.000 LS | 2760.00000 2760.00| | BUILDING DEMOLITION 202-01(43) | | | 0660 202-01 1.000 LS | 720.00000 720.00| | BUILDING DEMOLITION 202-01(44) | | | 0665 202-02 LUMP| 1260.00000 1260.00| | WATER WELL ABANDONMENT 202-02(44) | | | 0710 681-01 LUMP| 1080.00000 1080.00| | ASBESTOS ABATEMENT 681-01(12) | | | 0715 681-01 LUMP| 768.00000 768.00| | ASBESTOS ABATEMENT 681-01(13) | | | 0720 681-01 LUMP| 11300.00000 11300.00| | ASBESTOS ABATEMENT 681-01(27) | | | 0730 681-01 LUMP| 3000.00000 3000.00| | ASBESTOS ABATEMENT 681-01(36) | | | 0735 681-01 LUMP| 480.00000 480.00| | ASBESTOS ABATEMENT 681-01(37) | | | 0740 681-01 LUMP| 7200.00000 7200.00| | ASBESTOS ABATEMENT 681-01(39) | | | 0745 681-01 LUMP| 600.00000 600.00| | ASBESTOS ABATEMENT 681-01(42) | | | SECTION TOTALS | $ 51,608.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 158,158.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9218007 COUNTIES : CALHOUN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : BROOKSVILLE BRIDGE PROJECT(S) : S307-0005/00-006.11 00 00BR 0005 044 E00 LOCATION: OVER YELLOW CREEK, 0.02 MILES EAST CO.4 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0417282 TURMAN CONSTRUCTION CO. $ 996,852.15 100.0000% 2 55-0534372 M & H CONCRETE STRUCTURES, INC. $ 1,054,580.63 105.7910% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,073,100.00 107.6488% 4 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 1,111,500.00 111.5009% 5 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,113,401.03 111.6916% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218007 COUNTIES : CALHOUN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 55-0534372 |(3) 62-1345425 |TURMAN CONSTRUCTION CO. |M & H CONCRETE STRUCTURES, I|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 0.401 LS | 18000.00000 18000.00| 14000.00000 14000.00| 12500.00000 12500.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 3500.00000 3500.00| 1000.00000 1000.00| 6000.00000 6000.00 BUILDING DEMOLITION 202-01(01) | | | 0015 202-01 1.000 LS | 3500.00000 3500.00| 1000.00000 1000.00| 6000.00000 6000.00 BUILDING DEMOLITION 202-01(02) | | | 0020 202-01 1.000 LS | 3500.00000 3500.00| 1000.00000 1000.00| 6000.00000 6000.00 BUILDING DEMOLITION 202-01(03) | | | 0022 202-02 LUMP| 1500.00000 1500.00| 825.00000 825.00| 1500.00000 1500.00 WATER WELL ABANDONMENT 202-02(02) | | | 0025 204-01 LUMP| 24000.00000 24000.00| 28000.00000 28000.00| 42000.00000 42000.00 MOBILIZATION | | | 0030 207-01 919.000 M3 | 15.00000 13785.00| 14.00000 12866.00| 12.00000 11028.00 UNCLASSIFIED EXCAVATION | | | 0035 207-02 276.000 M3 | 50.00000 13800.00| 77.75000 21459.00| 52.00000 14352.00 SUBGRADE | | | 0040 207-34 2688.000 M2 | 1.50000 4032.00| 1.75000 4704.00| 2.00000 5376.00 FABRIC FOR SEPARATION | | | 0045 307-01 677.000 M3 | 50.00000 33850.00| 75.00000 50775.00| 52.00000 35204.00 CLASS I AGGREGATE BASE COURSE | | | 0050 409-02 6095.000 L | 0.20000 1219.00| 0.22000 1340.90| 0.30000 1828.50 BITUMINOUS MATERIAL PRIME | | | 0055 502-01300 111.000 M2 | 160.00000 17760.00| 200.00000 22200.00| 150.00000 16650.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0060 604-010400A2 2.400 M | 165.00000 396.00| 150.00000 360.00| 100.00000 240.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 0065 604-090400 2.000 EA | 200.00000 400.00| 400.00000 800.00| 200.00000 400.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 400MM | | | 0070 604-010600A2 22.300 M | 175.00000 3902.50| 140.00000 3122.00| 250.00000 5575.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0075 604-090600 2.000 EA | 300.00000 600.00| 450.00000 900.00| 300.00000 600.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0080 607-012 133.400 M | 55.00000 7337.00| 58.30000 7777.22| 60.00000 8004.00 TYPE 1 GUARDRAIL CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218007 COUNTIES : CALHOUN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 55-0534372 |(3) 62-1345425 |TURMAN CONSTRUCTION CO. |M & H CONCRETE STRUCTURES, I|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607-101A 127.700 M | 5.00000 638.50| 4.50000 574.65| 10.00000 1277.00 GUARDRAIL REMOVAL | | | 0090 609-01 3.700 M2 | 200.00000 740.00| 300.00000 1110.00| 100.00000 370.00 CONCRETE SIDEWALK | | | 0095 609-02 0.400 M3 | 200.00000 80.00| 1000.00000 400.00| 200.00000 80.00 BED COURSE MATERIAL | | | 0100 636-05 LUMP| 100000.00000 100000.00| 105000.00000 105000.00| 110000.00000 110000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0105 636-07 500.000 M | 3.25000 1625.00| 1.63000 815.00| 4.00000 2000.00 ERADICATION PAVEMENT MARKINGS | | | 0110 636-08 700.000 M | 2.50000 1750.00| 1.46000 1022.00| 3.00000 2100.00 TEMP PVMT MARKING-PAINT | | | 0115 636-11 7210.000 UN | 1.10000 7931.00| 1.80000 12978.00| 1.25000 9012.50 TRAFFIC CONTROL DEVICE | | | 0120 636-12 2.000 EA | 300.00000 600.00| 275.00000 550.00| 0.25000 0.50 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0125 636-13 100.000 EA | 4.00000 400.00| 2.75000 275.00| 0.01000 1.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0130 636-14 500.000 HR | 30.00000 15000.00| 32.00000 16000.00| 32.00000 16000.00 FLAGGER | | | 0135 636-19 83.800 M | 35.00000 2933.00| 39.00000 3268.20| 40.00000 3352.00 TEMPORARY GUARDRAIL BARRIERS | | | 0140 636-24 31.900 M | 80.00000 2552.00| 98.00000 3126.20| 300.00000 9570.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0145 636-25A 600.000 DA | 1.00000 600.00| 0.75000 450.00| 1.00000 600.00 WARNING LIGHTS TYPE A | | | 0150 636-25B 1450.000 DA | 1.95000 2827.50| 2.75000 3987.50| 2.50000 3625.00 WARNING LIGHTS TYPE B | | | 0155 638-02 6.000 EA | 125.00000 750.00| 50.00000 300.00| 100.00000 600.00 RIGHT OF WAY MARKERS | | | 0160 639-01 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| 4000.50000 4000.50 CONSTRUCTION LAYOUT STAKES | | | 0165 640-02 LUMP| 7500.00000 7500.00| 12000.00000 12000.00| 8000.00000 8000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0170 640-03 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 1500.00000 1500.00 BUILDING EQUIPMENT | | | 0175 642-14 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 1500.00000 1500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218007 COUNTIES : CALHOUN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 55-0534372 |(3) 62-1345425 |TURMAN CONSTRUCTION CO. |M & H CONCRETE STRUCTURES, I|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 681-01 LUMP| 2500.00000 2500.00| 3600.00000 3600.00| 1.00000 1.00 ASBESTOS ABATEMENT 681-01(01) | | | 0195 681-01 LUMP| 2500.00000 2500.00| 3600.00000 3600.00| 3100.00000 3100.00 ASBESTOS ABATEMENT 681-01(03) | | | 0200 308-01SG AA1 310.000 MGR | 35.00000 10850.00| 80.00000 24800.00| 28.00000 8680.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0205 308-01S AA2 282.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0210 407-011SG BB1 77.000 MGR | 100.00000 7700.00| 110.00000 8470.00| 110.00000 8470.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0215 407-011S BB2 70.000 MGR | | | HOT-MIX ASDPHALT WEARING COURSE, SLAG | | | 0220 407-072SG CC1 565.000 MGR | 52.00000 29380.00| 58.00000 32770.00| 58.00000 32770.00 HOT-MIX ASPHALT BASE, STONE/GRAVEL | | | 0225 407-072S CC2 515.000 MGR | | | HOT-MIX ASPHALT BASE, SLAG | | | SECTION TOTALS | $ 359,438.50| $ 420,225.67| $ 399,867.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4142 | | | 0230 203-01 LUMP| 25000.00000 25000.00| 22000.00000 22000.00| 22000.00000 22000.00 DISMANTLING STRUCTURES | | | 0235 211-02 175.000 M3 | 60.00000 10500.00| 37.50000 6562.50| 55.00000 9625.00 ROCK BORROW EXCAVATION | | | 0240 212-01 326.000 M3 | 15.00000 4890.00| 50.00000 16300.00| 45.00000 14670.00 STRUCTURE EXCAVATION | | | 0245 212-05 175.000 M3 | 60.00000 10500.00| 90.00000 15750.00| 85.00000 14875.00 SELECT MATERIAL FOR BACKFILLING | | | 0250 601-02 121.000 M3 | 550.00000 66550.00| 625.00000 75625.00| 710.00000 85910.00 CLASS B CONCRETE | | | 0255 601-03 208.000 M3 | 750.00000 156000.00| 625.00000 130000.00| 760.00000 158080.00 CLASS K CONCRETE | | | 0260 602-02 30983.000 KG | 1.55000 48023.65| 1.62000 50192.46| 1.60000 49572.80 EPOXY COATED REINFORCING BARS | | | 0265 615-01 89280.000 LS | 200000.00000 200000.00| 203100.00000 203100.00| 203000.00000 203000.00 STEEL SUPERSTRUCTURE | | | 0270 625-011060 100.000 M | 950.00000 95000.00| 865.00000 86500.00| 900.00000 90000.00 DRILLED CAISSONS 1060MM DIAMETER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218007 COUNTIES : CALHOUN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 55-0534372 |(3) 62-1345425 |TURMAN CONSTRUCTION CO. |M & H CONCRETE STRUCTURES, I|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 625-030910 11.000 M | 950.00000 10450.00| 575.00000 6325.00| 1000.00000 11000.00 ROCK SOCKET 910MM FOUNDATION | | | 0280 625-041060 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 12000.00000 12000.00 DRILLED CAISSON TEST HOLE 1060MM | | | 0285 639-01 LUMP| 3000.00000 3000.00| 12000.00000 12000.00| 2500.20000 2500.20 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 637,413.65| $ 634,354.96| $ 673,233.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 996,852.15| $ 1,054,580.63| $ 1,073,100.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218007 COUNTIES : CALHOUN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 55-0487806 | |UPON THIS ROCK CONSTRUCTION,|ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 0.401 LS | 5000.00000 5000.00| 18000.00000 18000.00| CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1000.00000 1000.00| 3500.00000 3500.00| BUILDING DEMOLITION 202-01(01) | | | 0015 202-01 1.000 LS | 1000.00000 1000.00| 3100.00000 3100.00| BUILDING DEMOLITION 202-01(02) | | | 0020 202-01 1.000 LS | 1000.00000 1000.00| 2650.00000 2650.00| BUILDING DEMOLITION 202-01(03) | | | 0022 202-02 LUMP| 250.00000 250.00| 1150.00000 1150.00| WATER WELL ABANDONMENT 202-02(02) | | | 0025 204-01 LUMP| 5000.00000 5000.00| 31500.00000 31500.00| MOBILIZATION | | | 0030 207-01 919.000 M3 | 20.00000 18380.00| 30.00000 27570.00| UNCLASSIFIED EXCAVATION | | | 0035 207-02 276.000 M3 | 20.00000 5520.00| 62.00000 17112.00| SUBGRADE | | | 0040 207-34 2688.000 M2 | 1.00000 2688.00| 1.20000 3225.60| FABRIC FOR SEPARATION | | | 0045 307-01 677.000 M3 | 50.00000 33850.00| 70.00000 47390.00| CLASS I AGGREGATE BASE COURSE | | | 0050 409-02 6095.000 L | 0.25000 1523.75| 0.22000 1340.90| BITUMINOUS MATERIAL PRIME | | | 0055 502-01300 111.000 M2 | 125.00000 13875.00| 192.50000 21367.50| PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0060 604-010400A2 2.400 M | 450.00000 1080.00| 208.00000 499.20| METALLIC COATED CORRUGATED STEEL PIPE | | | 400MM, A2 | | | 0065 604-090400 2.000 EA | 350.00000 700.00| 100.00000 200.00| END SECTION FOR CORRUGATED STEEL PIPE | | | 400MM | | | 0070 604-010600A2 22.300 M | 150.00000 3345.00| 242.00000 5396.60| METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0075 604-090600 2.000 EA | 400.00000 800.00| 150.00000 300.00| END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0080 607-012 133.400 M | 53.00000 7070.20| 58.30000 7777.22| TYPE 1 GUARDRAIL CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218007 COUNTIES : CALHOUN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 55-0487806 | |UPON THIS ROCK CONSTRUCTION,|ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607-101A 127.700 M | 4.10000 523.57| 4.50000 574.65| GUARDRAIL REMOVAL | | | 0090 609-01 3.700 M2 | 180.00000 666.00| 215.00000 795.50| CONCRETE SIDEWALK | | | 0095 609-02 0.400 M3 | 300.00000 120.00| 100.00000 40.00| BED COURSE MATERIAL | | | 0100 636-05 LUMP| 175000.00000 175000.00| 115000.00000 115000.00| TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0105 636-07 500.000 M | 3.25000 1625.00| 3.47000 1735.00| ERADICATION PAVEMENT MARKINGS | | | 0110 636-08 700.000 M | 2.50000 1750.00| 3.53000 2471.00| TEMP PVMT MARKING-PAINT | | | 0115 636-11 7210.000 UN | 1.10000 7931.00| 1.32000 9517.20| TRAFFIC CONTROL DEVICE | | | 0120 636-12 2.000 EA | 300.00000 600.00| 360.00000 720.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0125 636-13 100.000 EA | 4.00000 400.00| 4.70000 470.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0130 636-14 500.000 HR | 35.00000 17500.00| 37.80000 18900.00| FLAGGER | | | 0135 636-19 83.800 M | 35.00000 2933.00| 38.50000 3226.30| TEMPORARY GUARDRAIL BARRIERS | | | 0140 636-24 31.900 M | 80.00000 2552.00| 135.00000 4306.50| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0145 636-25A 600.000 DA | 1.00000 600.00| 0.94000 564.00| WARNING LIGHTS TYPE A | | | 0150 636-25B 1450.000 DA | 1.95000 2827.50| 2.20000 3190.00| WARNING LIGHTS TYPE B | | | 0155 638-02 6.000 EA | 30.00000 180.00| 55.00000 330.00| RIGHT OF WAY MARKERS | | | 0160 639-01 LUMP| 1000.00000 1000.00| 6400.00000 6400.00| CONSTRUCTION LAYOUT STAKES | | | 0165 640-02 LUMP| 3000.00000 3000.00| 9200.00000 9200.00| SMALL FIELD OFFICE/STORAGE BUILDING | | | 0170 640-03 LUMP| 2000.00000 2000.00| 715.00000 715.00| BUILDING EQUIPMENT | | | 0175 642-14 LUMP| 250.00000 250.00| 1850.00000 1850.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218007 COUNTIES : CALHOUN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 55-0487806 | |UPON THIS ROCK CONSTRUCTION,|ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 681-01 LUMP| 2500.00000 2500.00| 1.00000 1.00| ASBESTOS ABATEMENT 681-01(01) | | | 0195 681-01 LUMP| 2500.00000 2500.00| 3700.00000 3700.00| ASBESTOS ABATEMENT 681-01(03) | | | 0200 308-01SG AA1 310.000 MGR | 50.00000 15500.00| 36.00000 11160.00| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0205 308-01S AA2 282.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0210 407-011SG BB1 77.000 MGR | 87.00000 6699.00| 110.00000 8470.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0215 407-011S BB2 70.000 MGR | | | HOT-MIX ASDPHALT WEARING COURSE, SLAG | | | 0220 407-072SG CC1 565.000 MGR | 57.00000 32205.00| 57.20000 32318.00| HOT-MIX ASPHALT BASE, STONE/GRAVEL | | | 0225 407-072S CC2 515.000 MGR | | | HOT-MIX ASPHALT BASE, SLAG | | | SECTION TOTALS | $ 382,944.02| $ 427,733.17| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4142 | | | 0230 203-01 LUMP| 154500.00000 154500.00| 55000.00000 55000.00| DISMANTLING STRUCTURES | | | 0235 211-02 175.000 M3 | 65.00000 11375.00| 53.00000 9275.00| ROCK BORROW EXCAVATION | | | 0240 212-01 326.000 M3 | 20.00000 6520.00| 37.00000 12062.00| STRUCTURE EXCAVATION | | | 0245 212-05 175.000 M3 | 40.00000 7000.00| 125.00000 21875.00| SELECT MATERIAL FOR BACKFILLING | | | 0250 601-02 121.000 M3 | 525.00000 63525.00| 500.00000 60500.00| CLASS B CONCRETE | | | 0255 601-03 208.000 M3 | 550.00000 114400.00| 875.00000 182000.00| CLASS K CONCRETE | | | 0260 602-02 30983.000 KG | 2.00000 61966.00| 1.42000 43995.86| EPOXY COATED REINFORCING BARS | | | 0265 615-01 89280.000 LS | 257769.98000 257769.98| 198000.00000 198000.00| STEEL SUPERSTRUCTURE | | | 0270 625-011060 100.000 M | 400.00000 40000.00| 625.00000 62500.00| DRILLED CAISSONS 1060MM DIAMETER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9218007 COUNTIES : CALHOUN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 55-0487806 | |UPON THIS ROCK CONSTRUCTION,|ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 625-030910 11.000 M | 500.00000 5500.00| 2360.00000 25960.00| ROCK SOCKET 910MM FOUNDATION | | | 0280 625-041060 LUMP| 5000.00000 5000.00| 9500.00000 9500.00| DRILLED CAISSON TEST HOLE 1060MM | | | 0285 639-01 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 728,555.98| $ 685,667.86| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,111,500.00| $ 1,113,401.03| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9526101 COUNTIES : TYLER LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : BIG RUN BRIDGE PROJECT(S) : S348-0011/00-003.44 00 LOCATION: ELK FK CRK MP 3.02 TO 3.47 CR 11 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0622971 KEITH MCCOY, DBA MCCOY CONSTRUCTION COMPANY $ 415,322.10 100.0000% 2 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 428,913.00 103.2723% 3 55-0674033 SMH CONSTRUCTION CO., INC. $ 442,000.60 106.4235% 4 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 467,000.00 112.4428% 5 55-0609442 MEC CONSTRUCTION, INC. $ 469,250.00 112.9845% 6 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 488,429.50 117.6025% 7 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 490,196.00 118.0279% 8 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 491,818.00 118.4184% 9 31-4444098 ALAN STONE CO., INC. $ 502,143.33 120.9045% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9526101 COUNTIES : TYLER LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0622971 |(2) 55-0434699 |(3) 55-0674033 |MCCOY CONSTRUCTION COMPANY |SAVAGE CONSTRUCTION COMPANY,|SMH CONSTRUCTION CO., 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 | 5000.00000 5000.00| 2400.00000 2400.00| 6800.00000 6800.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 9300.00000 9300.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 18300.00000 18300.00| 10960.00000 10960.00| 16005.40000 16005.40 MOBILIZATION | | | 0020 207-01 205.000 M3 | 10.00000 2050.00| 12.00000 2460.00| 14.05000 2880.25 UNCLASSIFIED EXCAVATION | | | 0025 207-02 419.000 M3 | 50.00000 20950.00| 22.00000 9218.00| 50.05000 20970.95 SUBGRADE | | | 0030 207-34 223.000 M2 | 2.00000 446.00| 2.00000 446.00| 1.10000 245.30 FABRIC FOR SEPARATION | | | 0035 211-01 6551.000 M3 | 8.00000 52408.00| 12.00000 78612.00| 16.55000 108419.05 UNCLASSIFIED BORROW EXCAVATION | | | 0040 212-01 288.000 M3 | 30.00000 8640.00| 49.00000 14112.00| 33.40000 9619.20 STRUCTURE EXCAVATION | | | 0045 212-05 131.000 M3 | 50.00000 6550.00| 39.00000 5109.00| 70.60000 9248.60 SELECT MATERIAL FOR BACKFILLING | | | 0050 218-06 87.000 M3 | 60.00000 5220.00| 46.00000 4002.00| 48.95000 4258.65 FOUNDATION PROTECTION | | | 0055 307-01 469.000 M3 | 40.00000 18760.00| 45.00000 21105.00| 50.00000 23450.00 CLASS I AGGREGATE BASE COURSE | | | 0060 409-02 3285.000 L | 0.21000 689.85| 1.00000 3285.00| 0.28000 919.80 BITUMINOUS MATERIAL PRIME | | | 0065 601-02 176.000 M3 | 500.00000 88000.00| 490.00000 86240.00| 411.00000 72336.00 CLASS B CONCRETE | | | 0070 602-02 12660.000 KG | 1.65000 20889.00| 2.00000 25320.00| 1.65000 20889.00 EPOXY COATED REINFORCING BARS | | | 0075 603-01 158.000 M | 450.00000 71100.00| 447.00000 70626.00| 349.45000 55213.10 PRESTRESSED CONCRETE BEAMS | | | 0080 606-270610 40.000 M | 150.00000 6000.00| 108.00000 4320.00| 124.70000 4988.00 CORRUGATED POLYETHYLENE UNDERDRAIN PIPE,| | | 610MM | | | 0085 607-011 395.000 M | 50.00000 19750.00| 39.00000 15405.00| 36.30000 14338.50 TYPE 1 GUARDRAIL, CLASS I | | | 0090 633-03 208.000 M3 | 60.00000 12480.00| 77.00000 16016.00| 46.90000 9755.20 DUMPED ROCK GUTTER | | | 0095 636-01 LUMP| 5000.00000 5000.00| 4320.00000 4320.00| 6550.00000 6550.00 TRAFFIC CONTROL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9526101 COUNTIES : TYLER LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0622971 |(2) 55-0434699 |(3) 55-0674033 |MCCOY CONSTRUCTION COMPANY |SAVAGE CONSTRUCTION COMPANY,|SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636-14 200.000 HR | 30.00000 6000.00| 30.00000 6000.00| 32.95000 6590.00 FLAGGER | | | 0105 638-02 8.000 EA | 100.00000 800.00| 80.00000 640.00| 40.85000 326.80 RIGHT OF WAY MARKERS | | | 0110 639-01 LUMP| 5000.00000 5000.00| 12960.00000 12960.00| 5800.00000 5800.00 CONSTRUCTION LAYOUT STAKES | | | 0115 640-02 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 7500.00000 7500.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0120 640-03 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 2400.00000 2400.00 BUILDING EQUIPMENT | | | 0125 642-14 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 4800.00000 4800.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0130 401-1(1)SG AA1 181.000 MGR | 63.00000 11403.00| 79.00000 14299.00| 78.75000 14253.75 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0135 401-1(1)S AA2 163.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0140 402-012SG BB1 43.000 MGR | 78.75000 3386.25| 106.00000 4558.00| 96.35000 4143.05 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0145 402-012S BB2 38.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 415,322.10| $ 428,913.00| $ 442,000.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 415,322.10| $ 428,913.00| $ 442,000.60 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9526101 COUNTIES : TYLER LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 55-0609442 |(6) 55-0487806 |UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201-01 1.000 LS | 1000.00000 1000.00| 30000.00000 30000.00| 5600.00000 5600.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 95527.75000 95527.75| 5000.00000 5000.00| 6200.00000 6200.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 1000.00000 1000.00| 20000.00000 20000.00| 20000.00000 20000.00 MOBILIZATION | | | 0020 207-01 205.000 M3 | 20.00000 4100.00| 19.50000 3997.50| 10.00000 2050.00 UNCLASSIFIED EXCAVATION | | | 0025 207-02 419.000 M3 | 10.00000 4190.00| 54.00000 22626.00| 35.80000 15000.20 SUBGRADE | | | 0030 207-34 223.000 M2 | 1.00000 223.00| 1.00000 223.00| 1.20000 267.60 FABRIC FOR SEPARATION | | | 0035 211-01 6551.000 M3 | 10.00000 65510.00| 8.50000 55683.50| 8.00000 52408.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 212-01 288.000 M3 | 20.00000 5760.00| 121.00000 34848.00| 113.00000 32544.00 STRUCTURE EXCAVATION | | | 0045 212-05 131.000 M3 | 50.00000 6550.00| 100.00000 13100.00| 98.00000 12838.00 SELECT MATERIAL FOR BACKFILLING | | | 0050 218-06 87.000 M3 | 65.00000 5655.00| 50.00000 4350.00| 67.00000 5829.00 FOUNDATION PROTECTION | | | 0055 307-01 469.000 M3 | 40.00000 18760.00| 57.00000 26733.00| 62.00000 29078.00 CLASS I AGGREGATE BASE COURSE | | | 0060 409-02 3285.000 L | 0.25000 821.25| 1.00000 3285.00| 0.22000 722.70 BITUMINOUS MATERIAL PRIME | | | 0065 601-02 176.000 M3 | 550.00000 96800.00| 475.00000 83600.00| 795.00000 139920.00 CLASS B CONCRETE | | | 0070 602-02 12660.000 KG | 1.25000 15825.00| 1.50000 18990.00| 1.80000 22788.00 EPOXY COATED REINFORCING BARS | | | 0075 603-01 158.000 M | 500.00000 79000.00| 450.00000 71100.00| 378.00000 59724.00 PRESTRESSED CONCRETE BEAMS | | | 0080 606-270610 40.000 M | 40.00000 1600.00| 35.00000 1400.00| 113.00000 4520.00 CORRUGATED POLYETHYLENE UNDERDRAIN PIPE,| | | 610MM | | | 0085 607-011 395.000 M | 35.20000 13904.00| 35.00000 13825.00| 38.70000 15286.50 TYPE 1 GUARDRAIL, CLASS I | | | 0090 633-03 208.000 M3 | 65.00000 13520.00| 48.00000 9984.00| 45.00000 9360.00 DUMPED ROCK GUTTER | | | 0095 636-01 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| 9300.00000 9300.00 TRAFFIC CONTROL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9526101 COUNTIES : TYLER LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1493101 |(5) 55-0609442 |(6) 55-0487806 |UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636-14 200.000 HR | 35.00000 7000.00| 31.00000 6200.00| 37.80000 7560.00 FLAGGER | | | 0105 638-02 8.000 EA | 30.00000 240.00| 100.00000 800.00| 55.00000 440.00 RIGHT OF WAY MARKERS | | | 0110 639-01 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 0115 640-02 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 7500.00000 7500.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0120 640-03 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 1000.00000 1000.00 BUILDING EQUIPMENT | | | 0125 642-14 LUMP| 250.00000 250.00| 2000.00000 2000.00| 3000.00000 3000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0130 401-1(1)SG AA1 181.000 MGR | 86.00000 15566.00| 65.00000 11765.00| 66.00000 11946.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0135 401-1(1)S AA2 163.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0140 402-012SG BB1 43.000 MGR | 86.00000 3698.00| 180.00000 7740.00| 82.50000 3547.50 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0145 402-012S BB2 38.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 467,000.00| $ 469,250.00| $ 488,429.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 467,000.00| $ 469,250.00| $ 488,429.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9526101 COUNTIES : TYLER LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0710073 |(9) 31-4444098 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|ALAN STONE CO., 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 | 12000.00000 12000.00| 59500.00000 59500.00| 7000.00000 7000.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 11000.00000 11000.00| 5000.00000 5000.00| 13000.00000 13000.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 22000.00000 22000.00| 18000.00000 18000.00| 15000.00000 15000.00 MOBILIZATION | | | 0020 207-01 205.000 M3 | 17.00000 3485.00| 25.00000 5125.00| 35.30000 7236.50 UNCLASSIFIED EXCAVATION | | | 0025 207-02 419.000 M3 | 52.00000 21788.00| 50.00000 20950.00| 54.94000 23019.86 SUBGRADE | | | 0030 207-34 223.000 M2 | 2.00000 446.00| 1.00000 223.00| 3.60000 802.80 FABRIC FOR SEPARATION | | | 0035 211-01 6551.000 M3 | 15.00000 98265.00| 10.00000 65510.00| 13.09000 85752.59 UNCLASSIFIED BORROW EXCAVATION | | | 0040 212-01 288.000 M3 | 40.00000 11520.00| 66.00000 19008.00| 32.73000 9426.24 STRUCTURE EXCAVATION | | | 0045 212-05 131.000 M3 | 85.00000 11135.00| 25.00000 3275.00| 65.65000 8600.15 SELECT MATERIAL FOR BACKFILLING | | | 0050 218-06 87.000 M3 | 55.00000 4785.00| 45.00000 3915.00| 65.65000 5711.55 FOUNDATION PROTECTION | | | 0055 307-01 469.000 M3 | 52.00000 24388.00| 70.00000 32830.00| 52.37000 24561.53 CLASS I AGGREGATE BASE COURSE | | | 0060 409-02 3285.000 L | 0.30000 985.50| 0.20000 657.00| 0.30000 985.50 BITUMINOUS MATERIAL PRIME | | | 0065 601-02 176.000 M3 | 530.00000 93280.00| 575.00000 101200.00| 742.88000 130746.88 CLASS B CONCRETE | | | 0070 602-02 12660.000 KG | 1.70000 21522.00| 2.00000 25320.00| 1.76000 22281.60 EPOXY COATED REINFORCING BARS | | | 0075 603-01 158.000 M | 460.00000 72680.00| 435.00000 68730.00| 374.47000 59166.26 PRESTRESSED CONCRETE BEAMS | | | 0080 606-270610 40.000 M | 165.00000 6600.00| 120.00000 4800.00| 125.40000 5016.00 CORRUGATED POLYETHYLENE UNDERDRAIN PIPE,| | | 610MM | | | 0085 607-011 395.000 M | 39.00000 15405.00| 40.00000 15800.00| 42.66000 16850.70 TYPE 1 GUARDRAIL, CLASS I | | | 0090 633-03 208.000 M3 | 62.00000 12896.00| 5.00000 1040.00| 65.39000 13601.12 DUMPED ROCK GUTTER | | | 0095 636-01 LUMP| 6500.00000 6500.00| 3000.00000 3000.00| 6000.00000 6000.00 TRAFFIC CONTROL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9526101 COUNTIES : TYLER LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0710073 |(9) 31-4444098 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636-14 200.000 HR | 36.00000 7200.00| 1.00000 200.00| 31.00000 6200.00 FLAGGER | | | 0105 638-02 8.000 EA | 100.00000 800.00| 20.00000 160.00| 112.00000 896.00 RIGHT OF WAY MARKERS | | | 0110 639-01 LUMP| 5000.50000 5000.50| 2500.00000 2500.00| 7000.00000 7000.00 CONSTRUCTION LAYOUT STAKES | | | 0115 640-02 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 7000.00000 7000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0120 640-03 LUMP| 1500.00000 1500.00| 500.00000 500.00| 1000.00000 1000.00 BUILDING EQUIPMENT | | | 0125 642-14 LUMP| 2000.00000 2000.00| 500.00000 500.00| 2000.00000 2000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0130 401-1(1)SG AA1 181.000 MGR | 66.00000 11946.00| 125.00000 22625.00| 98.96000 17911.76 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0135 401-1(1)S AA2 163.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0140 402-012SG BB1 43.000 MGR | 83.00000 3569.00| 150.00000 6450.00| 125.03000 5376.29 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0145 402-012S BB2 38.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 490,196.00| $ 491,818.00| $ 502,143.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 490,196.00| $ 491,818.00| $ 502,143.33 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9706605 COUNTIES : WOOD LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : POND CREEK - BELLEVILLE ROAD PROJECT(S) : S354-0068/00-001.88 00 0STP 0068 069 EQ0 LOCATION: 0.14 MI N CO 25 - 0.19 MI N CO 25 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 317,349.34 100.0000% 2 34-1632350 B.B.R. DRILLING COMPANY, PAUL C. BALCAR, DBA $ 358,594.00 112.9966% 3 55-0417282 TURMAN CONSTRUCTION CO. $ 378,226.30 119.1829% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 422,978.00 133.2846% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9706605 COUNTIES : WOOD LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 34-1632350 |(3) 55-0417282 |ALAN STONE CO., INC. |B.B.R. DRILLING COMPANY |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 207-09 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| 10000.00000 10000.00 UNCLASSIFIED EXCAVATION | | | 0010 240-010450 32.000 M | 65.63000 2100.16| 55.50000 1776.00| 55.00000 1760.00 CLEANING CULVERTS 450MM | | | 0015 606-200450 112.000 M | 16.83000 1884.96| 43.00000 4816.00| 100.00000 11200.00 AGGREGATE FILL FABRIC UNDERDRAIN 450MM | | | 0020 607-011 148.600 M | 42.70000 6345.22| 42.00000 6241.20| 50.00000 7430.00 TYPE 1 GUARDRAIL, CLASS I | | | 0025 607-28 2.000 EA | 900.00000 1800.00| 840.00000 1680.00| 850.00000 1700.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0030 614-1W310117 1020.000 M | 206.69000 210823.80| 213.00000 217260.00| 220.00000 224400.00 STEEL PILES, W 310X117 | | | 0035 614-213 120.000 M2 | 129.20000 15504.00| 155.00000 18600.00| 150.00000 18000.00 STEEL LAGGING 13MM | | | 0040 636-11 5451.000 UN | 1.20000 6541.20| 0.80000 4360.80| 1.30000 7086.30 TRAFFIC CONTROL DEVICE | | | 0045 636-14 600.000 HR | 1.00000 600.00| 38.00000 22800.00| 30.00000 18000.00 FLAGGER | | | 0050 639-01 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKES | | | 0055 642-13 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL | | | 0060 307-01SG AA1 1250.000 MGR | 18.84000 23550.00| 30.00000 37500.00| 35.00000 43750.00 CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 0065 307-01S AA2 1138.000 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0070 308-01SG BB1 200.000 MGR | 27.50000 5500.00| 28.00000 5600.00| 28.00000 5600.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0075 308-01S BB2 183.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0080 401-2(1)SG CC1 100.000 MGR | 90.00000 9000.00| 84.00000 8400.00| 88.00000 8800.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0085 401-2(1)S CC2 91.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0090 401-1(1)SG DD1 360.000 MGR | 70.00000 25200.00| 46.00000 16560.00| 50.00000 18000.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9706605 COUNTIES : WOOD LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 34-1632350 |(3) 55-0417282 |ALAN STONE CO., INC. |B.B.R. DRILLING COMPANY |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401-1(1)S DD2 328.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | SECTION TOTALS | $ 317,349.34| $ 358,594.00| $ 378,226.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 317,349.34| $ 358,594.00| $ 378,226.30 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9706605 COUNTIES : WOOD LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 207-09 LUMP| 20800.00000 20800.00| | UNCLASSIFIED EXCAVATION | | | 0010 240-010450 32.000 M | 32.00000 1024.00| | CLEANING CULVERTS 450MM | | | 0015 606-200450 112.000 M | 20.00000 2240.00| | AGGREGATE FILL FABRIC UNDERDRAIN 450MM | | | 0020 607-011 148.600 M | 50.00000 7430.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0025 607-28 2.000 EA | 900.00000 1800.00| | MODIFIED ECCENTRIC LOADER TERMINAL | | | 0030 614-1W310117 1020.000 M | 266.00000 271320.00| | STEEL PILES, W 310X117 | | | 0035 614-213 120.000 M2 | 160.00000 19200.00| | STEEL LAGGING 13MM | | | 0040 636-11 5451.000 UN | 1.25000 6813.75| | TRAFFIC CONTROL DEVICE | | | 0045 636-14 600.000 HR | 33.00000 19800.00| | FLAGGER | | | 0050 639-01 LUMP| 2000.25000 2000.25| | CONSTRUCTION LAYOUT STAKES | | | 0055 642-13 LUMP| 1500.00000 1500.00| | TEMPORARY POLLUTION CONTROL | | | 0060 307-01SG AA1 1250.000 MGR | 29.00000 36250.00| | CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 0065 307-01S AA2 1138.000 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0070 308-01SG BB1 200.000 MGR | 29.00000 5800.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0075 308-01S BB2 183.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0080 401-2(1)SG CC1 100.000 MGR | 90.00000 9000.00| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0085 401-2(1)S CC2 91.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0090 401-1(1)SG DD1 360.000 MGR | 50.00000 18000.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9706605 COUNTIES : WOOD LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401-1(1)S DD2 328.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | SECTION TOTALS | $ 422,978.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 422,978.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9629505 COUNTIES : OHIO LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : ELM GROVE EASTBOUND BRIDGES #2077.4 & 2078.4 OVERLAY PROJECT(S) : S335-0070/00-004.70 00 00NH 0701 099 E LOCATION: 0.060 MILE WEST OF JCT. OF US RTE 40 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 740,000.00 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 763,926.53 103.2333% 3 31-1459264 TRI-STATE ASPHALT COMPANY $ 783,259.88 105.8459% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9629505 COUNTIES : OHIO LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : Standard ==================================================================================================================================== |(1) 31-1316393 |(2) 34-1199322 |(3) 31-1459264 |AHERN & ASSOCIATES, INC. |VELOTTA COMPANY, THE |TRI-STATE ASPHALT COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ELM GROVE BRIDGES # 2077.4 AND 2078.4 EASTBOUND OVERLAY | | | 0005 204-01 LUMP| 10984.07000 10984.07| 129000.00000 129000.00| 15000.00000 15000.00 MOBILIZATION | | | 0010 207-01 81.000 M3 | 30.00000 2430.00| 65.00000 5265.00| 42.00000 3402.00 UNCLASSIFIED EXCAVATION | | | 0015 409-02 1240.000 L | 0.60000 744.00| 0.60000 744.00| 0.63000 781.20 BITUMINOUS MATERIAL PRIME | | | 0020 601-46 4.000 EA | 1150.00000 4600.00| 1600.00000 6400.00| 2300.00000 9200.00 MODIFIED CONCRETE END POST | | | 0025 607-011 243.940 M | 61.10000 14904.73| 61.10000 14904.73| 100.00000 24394.00 TYPE 1 GUARDRAIL, CLASS I | | | 0030 607-25A 1.000 EA | 350.00000 350.00| 350.00000 350.00| 2600.00000 2600.00 CUT SLOPE TERMINAL, TYPE A | | | 0035 607-28 2.000 EA | 850.00000 1700.00| 850.00000 1700.00| 1050.00000 2100.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0040 625-16 92.000 M | 900.00000 82800.00| 1360.00000 125120.00| 1500.00000 138000.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0045 636-07 1800.000 M | 1.48000 2664.00| 1.48000 2664.00| 1.67000 3006.00 ERADICATION PAVEMENT MARKINGS | | | 0050 636-09 8300.000 M | 0.01000 83.00| 3.30000 27390.00| 2.18000 18094.00 TEMP PVMT MARKING-TAPE | | | 0055 636-11 45220.000 UN | 0.01000 452.20| 0.01000 452.20| 0.78000 35271.60 TRAFFIC CONTROL DEVICE | | | 0060 636-12 2.000 EA | 100.00000 200.00| 100.00000 200.00| 261.63000 523.26 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0065 636-13 200.000 EA | 1.00000 200.00| 1.00000 200.00| 5.23000 1046.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0070 636-14 600.000 HR | 0.01000 6.00| 0.01000 6.00| 20.00000 12000.00 FLAGGER | | | 0075 636-14B 900.000 HR | 0.01000 9.00| 0.01000 9.00| 20.00000 18000.00 TRAFFIC DIRECTOR | | | 0080 636-21 240.000 DA | 10.00000 2400.00| 10.00000 2400.00| 15.00000 3600.00 ELECTRIC ARROW | | | 0085 636-25B 1200.000 DA | 0.01000 12.00| 1.00000 1200.00| 0.25000 300.00 WARNING LIGHTS TYPE B | | | 0090 636-28 160.000 DA | 25.00000 4000.00| 0.01000 1.60| 100.00000 16000.00 SHADOW VEHICLE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9629505 COUNTIES : OHIO LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : Standard ==================================================================================================================================== |(1) 31-1316393 |(2) 34-1199322 |(3) 31-1459264 |AHERN & ASSOCIATES, INC. |VELOTTA COMPANY, THE |TRI-STATE ASPHALT COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 663-0112W 1500.000 M | 0.55000 825.00| 0.55000 825.00| 5.86000 8790.00 EDGE LINE WHITE TYPE II | | | 0100 663-0112Y 1400.000 M | 0.55000 770.00| 0.55000 770.00| 5.86000 8204.00 EDGE LINE YELLOW TYPE II | | | 0105 663-0212W 700.000 M | 0.60000 420.00| 0.60000 420.00| 6.36000 4452.00 LANE LINE OR CENTER LINE WHITE TYPE II | | | 0110 663-075W 200.000 M | 40.00000 8000.00| 40.00000 8000.00| 7.33000 1466.00 TYPE V STRIPES WHITE | | | 0115 663-12P2 140.000 EA | 32.00000 4480.00| 32.00000 4480.00| 57.56000 8058.40 RAISED PAVEMENT MARKER TYPE P-2 | | | 0120 679-06 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 1851.37000 1851.37 TEST SLAB | | | 0125 680-07 5692.000 M2 | 83.00000 472436.00| 40.25000 229103.00| 25.00000 142300.00 CLASS 1 BRIDGE DECK REMOVAL | | | 0130 679-02 AA1 452.000 M3 | | | LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 0135 679-04 AA2 452.000 M3 | 250.00000 113000.00| 421.00000 190292.00| 650.00000 293800.00 MICROSILICA CONCRETE OVERLAY | | | 0140 401-1(1)S BB1 148.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0145 401-1(1)SG BB2 162.000 MGR | 55.00000 8910.00| 55.00000 8910.00| 57.56000 9324.72 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0150 402-01(1)S CC1 25.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0155 402-01(1)SG CC2 27.000 MGR | 60.00000 1620.00| 60.00000 1620.00| 62.79000 1695.33 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | SECTION TOTALS | $ 740,000.00| $ 763,926.53| $ 783,259.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 740,000.00| $ 763,926.53| $ 783,259.88 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9619901 COUNTIES : LINCOLN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : SAND CREEK ROAD PROJECT(S) : E322-0DSR/00-E99.07 02 FEMA 1115 000 000 LOCATION: 0.49 MI E WV 10 - 0.54 MI. E WV 10 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 196,527.55 100.0000% 2 55-0417282 TURMAN CONSTRUCTION CO. $ 207,283.00 105.4727% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 242,579.00 123.4325% 4 34-1632350 B.B.R. DRILLING COMPANY, PAUL C. BALCAR, DBA $ 281,021.40 142.9933% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9619901 COUNTIES : LINCOLN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0417282 |(3) 62-1345425 |ALAN STONE CO., INC. |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204-01 LUMP| 8000.00000 8000.00| 9000.00000 9000.00| 23500.00000 23500.00 MOBILIZATION | | | 0010 408-02 459.000 L | 1.20000 550.80| 1.00000 459.00| 1.50000 688.50 BITUMINOUS MATERIAL | | | 0015 614-1W200059 300.000 M | 205.33000 61599.00| 220.00000 66000.00| 230.00000 69000.00 STEEL PILES, W 200X59 | | | 0020 614-1W310129 323.300 M | 250.59000 81015.75| 280.00000 90524.00| 300.00000 96990.00 STEEL PILES, W 310X129 | | | 0025 614-4 240.000 M2 | 84.85000 20364.00| 80.00000 19200.00| 87.00000 20880.00 TIMBER LAGGING | | | 0030 636-11 880.000 UN | 3.00000 2640.00| 2.50000 2200.00| 2.00000 1760.00 TRAFFIC CONTROL DEVICE | | | 0035 636-14 260.000 HR | 31.00000 8060.00| 30.00000 7800.00| 35.00000 9100.00 FLAGGER | | | 0040 639-01 LUMP| 4000.00000 4000.00| 1500.00000 1500.00| 11000.50000 11000.50 CONSTRUCTION LAYOUT STAKES | | | 0045 642-13 LUMP| 1100.00000 1100.00| 1000.00000 1000.00| 1500.00000 1500.00 TEMPORARY POLLUTION CONTROL | | | 0050 308-01SG AA1 30.000 MGR | 72.60000 2178.00| 80.00000 2400.00| 32.00000 960.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0055 308-01S AA2 27.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0060 407-1(2)SG BB1 60.000 MGR | 117.00000 7020.00| 120.00000 7200.00| 120.00000 7200.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0065 407-1(2)S BB2 55.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 196,527.55| $ 207,283.00| $ 242,579.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 196,527.55| $ 207,283.00| $ 242,579.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9619901 COUNTIES : LINCOLN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(4) 34-1632350 | | |B.B.R. DRILLING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204-01 LUMP| 38400.00000 38400.00| | MOBILIZATION | | | 0010 408-02 459.000 L | 1.00000 459.00| | BITUMINOUS MATERIAL | | | 0015 614-1W200059 300.000 M | 328.00000 98400.00| | STEEL PILES, W 200X59 | | | 0020 614-1W310129 323.300 M | 328.00000 106042.40| | STEEL PILES, W 310X129 | | | 0025 614-4 240.000 M2 | 65.00000 15600.00| | TIMBER LAGGING | | | 0030 636-11 880.000 UN | 2.00000 1760.00| | TRAFFIC CONTROL DEVICE | | | 0035 636-14 260.000 HR | 28.00000 7280.00| | FLAGGER | | | 0040 639-01 LUMP| 3000.00000 3000.00| | CONSTRUCTION LAYOUT STAKES | | | 0045 642-13 LUMP| 3000.00000 3000.00| | TEMPORARY POLLUTION CONTROL | | | 0050 308-01SG AA1 30.000 MGR | 60.00000 1800.00| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0055 308-01S AA2 27.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0060 407-1(2)SG BB1 60.000 MGR | 88.00000 5280.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0065 407-1(2)S BB2 55.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 281,021.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 281,021.40| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : BOOTH'S CREEK BRIDGE #2223 SB PROJECT(S) : S325-0079/00-129.85 00 00IM 0793 106 000 LOCATION: OVER BOOTHS CREEK, 0.62 MI N OF HARRISON CO. LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0609442 MEC CONSTRUCTION, INC. $ 1,783,191.22 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,813,753.00 101.7138% 3 55-0534372 M & H CONCRETE STRUCTURES, INC. $ 1,880,921.39 105.4806% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,919,502.55 107.6442% 5 31-1316393 AHERN & ASSOCIATES, INC. $ 1,966,500.00 110.2798% 6 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 2,037,000.00 114.2334% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 62-1345425 |(3) 55-0534372 |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |M & H CONCRETE STRUCTURES, I 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 | 70000.00000 70000.00| 20000.00000 20000.00| 9000.00000 9000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 25000.00000 25000.00| 45000.00000 45000.00| 45000.00000 45000.00 MOBILIZATION | | | 0015 207-01 8988.000 CY | 5.50000 49434.00| 8.50000 76398.00| 10.00000 89880.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 437.000 CY | 38.00000 16606.00| 39.00000 17043.00| 41.00000 17917.00 SUBGRADE | | | 0025 207-34 4482.000 SY | 0.70000 3137.40| 1.50000 6723.00| 1.25000 5602.50 FABRIC FOR SEPARATION | | | 0030 211-01 1906.000 CY | 20.00000 38120.00| 13.00000 24778.00| 30.65000 58418.90 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 1474.000 CY | 30.00000 44220.00| 26.00000 38324.00| 31.00000 45694.00 ROCK BORROW EXCAVATION | | | 0040 307-01 3500.000 CY | 27.00000 94500.00| 19.50000 68250.00| 41.00000 143500.00 CLASS 1 AGGREGATE BASE COURSE | | | 0045 311-06 511.000 CY | 68.00000 34748.00| 68.00000 34748.00| 68.20000 34850.20 OPEN GRADED FREE DRAINING BASE COURSE | | | 0050 409-02 2677.000 GA | 0.65000 1740.05| 1.50000 4015.50| 1.40000 3747.80 BITUMINOUS MATERIAL | | | 0055 501-05(9I) 1801.000 SY | 50.00000 90050.00| 43.00000 77443.00| 52.00000 93652.00 NON-REINFORCED PORTLAND CEMENT CONCRETE | | | PAVEMENT | | | 0060 501-10 2.000 EA | 2500.00000 5000.00| 2500.00000 5000.00| 3000.00000 6000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0065 502-01(12I) 144.000 SY | 120.00000 17280.00| 130.00000 18720.00| 125.00000 18000.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0070 508-01 48.000 LF | 31.25000 1500.00| 7.50000 360.00| 11.00000 528.00 SAWING EXISTINTG CONCRETE PAVEMENT | | | 0075 605-04 1.000 EA | 1225.00000 1225.00| 2000.00000 2000.00| 2500.00000 2500.00 TYPE B INLET | | | 0080 605-09 3.000 EA | 1500.00000 4500.00| 2000.00000 6000.00| 2000.00000 6000.00 TYPE G INLET | | | 0085 606-25(6) 711.000 LF | 18.00000 12798.00| 7.00000 4977.00| 10.00000 7110.00 UNDERDRAIN PIPE | | | 0090 607-01(I) 213.000 LF | 24.00000 5112.00| 19.25000 4100.25| 19.25000 4100.25 TYPE 1 GUARDRAIL | | | 0091 607-09-1 368.000 LF | 8.00000 2944.00| 6.05000 2226.40| 6.05000 2226.40 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 62-1345425 |(3) 55-0534372 |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |M & H CONCRETE STRUCTURES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607-10-1(A) 706.000 LF | 1.50000 1059.00| 2.20000 1553.20| 2.20000 1553.20 GUARDRAIL REMOVAL | | | 0096 607-25(A)1 1.000 EA | 650.00000 650.00| 330.00000 330.00| 330.00000 330.00 MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0100 607-27 1.000 EA | 800.00000 800.00| 990.00000 990.00| 990.00000 990.00 BULLNOSE ATTENUATOR | | | 0105 607-28 1.000 EA | 175.00000 175.00| 935.00000 935.00| 935.00000 935.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0110 607-30 2.000 EA | 362.50000 725.00| 385.00000 770.00| 385.00000 770.00 SPECIAL TRAILING END TERMINAL | | | 0115 608-09 40.000 LF | 14.00000 560.00| 33.00000 1320.00| 33.00000 1320.00 RIGHT OF WAY FENCE REMOVED AND RESET | | | 0120 610-03(IIIMOD 19.000 LF | 88.50000 1681.50| 40.00000 760.00| 40.00000 760.00 COMBINATION CONCRETE CURB AND GUTTER, | | | MODIFIED | | | 0125 636-07 8645.000 LF | 0.80000 6916.00| 1.00000 8645.00| 0.82000 7088.90 ERADICATION OF PAVEMENT MARKINGS | | | 0130 636-09 14540.000 LF | 1.25000 18175.00| 3.00000 43620.00| 1.21000 17593.40 TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 0135 636-11 29705.000 UN | 1.75000 51983.75| 2.00000 59410.00| 1.21000 35943.05 TRAFFIC CONTROL DEVICES | | | 0140 636-12 3.000 EA | 300.00000 900.00| 1.00000 3.00| 100.00000 300.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0145 636-13 200.000 EA | 3.00000 600.00| 0.05000 10.00| 1.00000 200.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0150 636-14 320.000 HR | 33.00000 10560.00| 30.00000 9600.00| 32.00000 10240.00 FLAGGER | | | 0155 636-17 7500.000 LF | 27.00000 202500.00| 16.00000 120000.00| 16.00000 120000.00 TEMPORARY CONCRETE BARRIERS | | | 0160 636-19 62.500 LF | 20.00000 1250.00| 35.20000 2200.00| 35.20000 2200.00 TEMPORARY GUARDRAIL BARRIER | | | 0165 636-21 370.000 DA | 15.00000 5550.00| 5.00000 1850.00| 16.75000 6197.50 ELECTRIC ARROW | | | 0170 636-22 740.000 DA | 7.00000 5180.00| 40.00000 29600.00| 91.30000 67562.00 CHANGABLE MESSAGE SIGN | | | 0175 636-25(B) 1800.000 DA | 2.00000 3600.00| 3.00000 5400.00| 2.05000 3690.00 WARNING LIGHTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 62-1345425 |(3) 55-0534372 |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |M & H CONCRETE STRUCTURES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 636-26(1) LUMP| 25000.00000 25000.00| 32000.00000 32000.00| 31625.00000 31625.00 TEMPORARY LIGHTING | | | 0185 636-26(2) LUMP| 25000.00000 25000.00| 32000.00000 32000.00| 31625.00000 31625.00 TEMPORARY LIGHTING | | | 0190 639-01 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0195 640-02 LUMP| 12000.00000 12000.00| 7500.00000 7500.00| 10000.00000 10000.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0200 640-03 LUMP| 4500.00000 4500.00| 2000.00000 2000.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0201 642-14 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 4000.00000 4000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0202 652-01 2.400 TN | 60.00000 144.00| 200.00000 480.00| 165.00000 396.00 AGRICULTURAL LIMESTONE | | | 0203 652-02-2 0.040 TN | 1800.00000 72.00| 3000.00000 120.00| 2750.00000 110.00 UREA FORMALDEHIDE FERTILIZER | | | 0204 652-02-3 2.100 TN | 280.00000 588.00| 300.00000 630.00| 220.00000 462.00 FERTILIZER, 10-10-10 | | | 0205 652-03-1 413.100 LB | 2.70000 1115.37| 3.00000 1239.30| 2.90000 1197.99 SEED MIXTURES B, C-1 OR C-2 | | | 0206 652-04-1 4.700 TN | 720.00000 3384.00| 800.00000 3760.00| 825.00000 3877.50 STRAW OR HAY MULCH | | | 0207 657-06(S4X7.7 110.000 LF | 48.00000 5280.00| 49.50000 5445.00| 50.00000 5500.00 A-441SUPPORTS, GALVANIZED | | | 0208 657-17 2.400 CY | 1000.00000 2400.00| 600.00000 1440.00| 600.00000 1440.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0209 661-01(1) 80.000 SF | 39.00000 3120.00| 44.00000 3520.00| 44.00000 3520.00 (0.080),FLAT SHEET SIGNS | | | 0210 663-01-1(II)Y 16000.000 LF | 0.20000 3200.00| 0.25000 4000.00| 0.18000 2880.00 EDGE LINE, YELLOW | | | 0211 663-01-1(II)W 16000.000 LF | 0.20000 3200.00| 0.25000 4000.00| 0.18000 2880.00 EDGE LINE, WHITE | | | 0215 663-02-1(II)W 4000.000 LF | 0.22000 880.00| 0.25000 1000.00| 0.22000 880.00 LANE LINE OR CENTERLINE, WHITE | | | 0220 663-12(P-2) 15.000 EA | 55.00000 825.00| 60.00000 900.00| 55.00000 825.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0225 664-06(V) 6300.000 LF | 10.00000 63000.00| 11.00000 69300.00| 11.35000 71505.00 GLARE BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 62-1345425 |(3) 55-0534372 |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |M & H CONCRETE STRUCTURES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 401-1(2)SG AA1 866.000 TN | 51.00000 44166.00| 51.00000 44166.00| 50.60000 43819.60 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0235 401-1(2)S AA2 787.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0240 401-2(1)SG BB1 160.000 TN | 55.00000 8800.00| 55.00000 8800.00| 55.00000 8800.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0245 401-2(1)S BB2 147.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0250 402-01(1)SG CC1 219.000 TN | 61.00000 13359.00| 61.00000 13359.00| 60.50000 13249.50 HMA SKID PVT, (W-1) ST OR GR | | | 0255 402-01(1)S CC2 201.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0260 604-01(18)A2 DD1 304.000 LF | 40.00000 12160.00| 60.00000 18240.00| 42.75000 12996.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0265 604-25(18)A2 DD2 304.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | SECTION TOTALS | $ 1,072,973.07| $ 1,004,001.65| $ 1,131,988.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #2223 SB | | | 0270 203-01 LUMP| 183000.00000 183000.00| 85000.00000 85000.00| 48000.00000 48000.00 DISMANTLING STRUCTURES | | | 0275 212-01 48.000 CY | 135.00000 6480.00| 50.00000 2400.00| 30.00000 1440.00 STRUCTURE EXCAVATION | | | 0280 212-05 54.000 CY | 110.00000 5940.00| 85.00000 4590.00| 75.00000 4050.00 SELECT MATERIAL FOR BACKFILLING | | | 0285 601-02 51.000 CY | 600.00000 30600.00| 430.00000 21930.00| 600.00000 30600.00 CLASS B CONCRETE | | | 0290 601-03 365.000 CY | 325.00000 118625.00| 455.00000 166075.00| 600.00000 219000.00 CLASS K CONCRETE | | | 0295 602-01 5400.000 LB | 1.00000 5400.00| 1.00000 5400.00| 1.00000 5400.00 REINFORCING STEEL BARS | | | 0300 602-02 83651.000 LB | 0.65000 54373.15| 0.70000 58555.70| 0.70000 58555.70 EPOXY COATED REINFORCING STEELBARS | | | 0305 615-01 1.000 LS | 300000.00000 300000.00| 462000.00000 462000.00| 371087.00000 371087.00 STEEL SUPERSTRUCTURE | | | 0310 639-01 LUMP| 5000.00000 5000.00| 3000.65000 3000.65| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 62-1345425 |(3) 55-0534372 |MEC CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |M & H CONCRETE STRUCTURES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 709,418.15| $ 808,951.35| $ 748,132.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ON JOB TRAINING | | | 0315 699 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,783,191.22| $ 1,813,753.00| $ 1,880,921.39 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 |(6) 25-1493101 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, 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 | 18000.00000 18000.00| 21986.38000 21986.38| 2000.00000 2000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 28000.00000 28000.00| 46000.00000 46000.00| 2000.00000 2000.00 MOBILIZATION | | | 0015 207-01 8988.000 CY | 13.00000 116844.00| 12.00000 107856.00| 10.00000 89880.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 437.000 CY | 38.60000 16868.20| 37.00000 16169.00| 30.00000 13110.00 SUBGRADE | | | 0025 207-34 4482.000 SY | 1.00000 4482.00| 0.90000 4033.80| 1.00000 4482.00 FABRIC FOR SEPARATION | | | 0030 211-01 1906.000 CY | 9.00000 17154.00| 16.00000 30496.00| 10.00000 19060.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 1474.000 CY | 24.00000 35376.00| 20.00000 29480.00| 38.00000 56012.00 ROCK BORROW EXCAVATION | | | 0040 307-01 3500.000 CY | 31.00000 108500.00| 27.00000 94500.00| 25.00000 87500.00 CLASS 1 AGGREGATE BASE COURSE | | | 0045 311-06 511.000 CY | 71.40000 36485.40| 62.00000 31682.00| 88.00000 44968.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0050 409-02 2677.000 GA | 1.31000 3506.87| 1.25000 3346.25| 0.65000 1740.05 BITUMINOUS MATERIAL | | | 0055 501-05(9I) 1801.000 SY | 56.00000 100856.00| 47.00000 84647.00| 60.00000 108060.00 NON-REINFORCED PORTLAND CEMENT CONCRETE | | | PAVEMENT | | | 0060 501-10 2.000 EA | 2500.00000 5000.00| 4200.00000 8400.00| 3250.00000 6500.00 BRIDGE APPROACH EXPANSION JOINT | | | 0065 502-01(12I) 144.000 SY | 137.00000 19728.00| 140.00000 20160.00| 100.00000 14400.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0070 508-01 48.000 LF | 5.30000 254.40| 9.00000 432.00| 10.00000 480.00 SAWING EXISTINTG CONCRETE PAVEMENT | | | 0075 605-04 1.000 EA | 1550.00000 1550.00| 1300.00000 1300.00| 1500.00000 1500.00 TYPE B INLET | | | 0080 605-09 3.000 EA | 2530.00000 7590.00| 2400.00000 7200.00| 1400.00000 4200.00 TYPE G INLET | | | 0085 606-25(6) 711.000 LF | 9.50000 6754.50| 10.00000 7110.00| 10.00000 7110.00 UNDERDRAIN PIPE | | | 0090 607-01(I) 213.000 LF | 18.40000 3919.20| 17.50000 3727.50| 24.00000 5112.00 TYPE 1 GUARDRAIL | | | 0091 607-09-1 368.000 LF | 5.80000 2134.40| 5.50000 2024.00| 8.00000 2944.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 |(6) 25-1493101 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607-10-1(A) 706.000 LF | 2.10000 1482.60| 2.00000 1412.00| 1.50000 1059.00 GUARDRAIL REMOVAL | | | 0096 607-25(A)1 1.000 EA | 315.00000 315.00| 300.00000 300.00| 650.00000 650.00 MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0100 607-27 1.000 EA | 945.00000 945.00| 900.00000 900.00| 800.00000 800.00 BULLNOSE ATTENUATOR | | | 0105 607-28 1.000 EA | 892.00000 892.00| 850.00000 850.00| 200.00000 200.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0110 607-30 2.000 EA | 368.00000 736.00| 350.00000 700.00| 350.00000 700.00 SPECIAL TRAILING END TERMINAL | | | 0115 608-09 40.000 LF | 18.50000 740.00| 30.00000 1200.00| 30.00000 1200.00 RIGHT OF WAY FENCE REMOVED AND RESET | | | 0120 610-03(IIIMOD 19.000 LF | 116.00000 2204.00| 40.00000 760.00| 75.00000 1425.00 COMBINATION CONCRETE CURB AND GUTTER, | | | MODIFIED | | | 0125 636-07 8645.000 LF | 0.47000 4063.15| 0.75000 6483.75| 0.75000 6483.75 ERADICATION OF PAVEMENT MARKINGS | | | 0130 636-09 14540.000 LF | 1.26000 18320.40| 1.10000 15994.00| 1.10000 15994.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 0135 636-11 29705.000 UN | 1.26000 37428.30| 1.10000 32675.50| 1.10000 32675.50 TRAFFIC CONTROL DEVICES | | | 0140 636-12 3.000 EA | 260.00000 780.00| 500.00000 1500.00| 500.00000 1500.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0145 636-13 200.000 EA | 2.60000 520.00| 4.50000 900.00| 4.50000 900.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0150 636-14 320.000 HR | 37.00000 11840.00| 23.00000 7360.00| 35.00000 11200.00 FLAGGER | | | 0155 636-17 7500.000 LF | 20.65000 154875.00| 25.00000 187500.00| 22.00000 165000.00 TEMPORARY CONCRETE BARRIERS | | | 0160 636-19 62.500 LF | 33.60000 2100.00| 12.00000 750.00| 30.00000 1875.00 TEMPORARY GUARDRAIL BARRIER | | | 0165 636-21 370.000 DA | 10.50000 3885.00| 15.00000 5550.00| 15.00000 5550.00 ELECTRIC ARROW | | | 0170 636-22 740.000 DA | 80.00000 59200.00| 79.00000 58460.00| 79.00000 58460.00 CHANGABLE MESSAGE SIGN | | | 0175 636-25(B) 1800.000 DA | 1.58000 2844.00| 1.85000 3330.00| 1.85000 3330.00 WARNING LIGHTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -9 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 |(6) 25-1493101 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 636-26(1) LUMP| 32000.00000 32000.00| 40000.00000 40000.00| 30000.00000 30000.00 TEMPORARY LIGHTING | | | 0185 636-26(2) LUMP| 32000.00000 32000.00| 40000.00000 40000.00| 30000.00000 30000.00 TEMPORARY LIGHTING | | | 0190 639-01 LUMP| 11400.00000 11400.00| 7500.00000 7500.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | 0195 640-02 LUMP| 8500.00000 8500.00| 10000.00000 10000.00| 3000.00000 3000.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0200 640-03 LUMP| 1100.00000 1100.00| 3750.00000 3750.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0201 642-14 LUMP| 3650.00000 3650.00| 3000.00000 3000.00| 250.00000 250.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0202 652-01 2.400 TN | 158.00000 379.20| 150.00000 360.00| 60.00000 144.00 AGRICULTURAL LIMESTONE | | | 0203 652-02-2 0.040 TN | 2625.00000 105.00| 2500.00000 100.00| 1800.00000 72.00 UREA FORMALDEHIDE FERTILIZER | | | 0204 652-02-3 2.100 TN | 210.00000 441.00| 200.00000 420.00| 280.00000 588.00 FERTILIZER, 10-10-10 | | | 0205 652-03-1 413.100 LB | 273.00000 112776.30| 2.60000 1074.06| 2.70000 1115.37 SEED MIXTURES B, C-1 OR C-2 | | | 0206 652-04-1 4.700 TN | 787.00000 3698.90| 750.00000 3525.00| 250.00000 1175.00 STRAW OR HAY MULCH | | | 0207 657-06(S4X7.7 110.000 LF | 47.25000 5197.50| 27.00000 2970.00| 48.00000 5280.00 A-441SUPPORTS, GALVANIZED | | | 0208 657-17 2.400 CY | 525.00000 1260.00| 2000.00000 4800.00| 500.00000 1200.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0209 661-01(1) 80.000 SF | 42.00000 3360.00| 26.00000 2080.00| 39.00000 3120.00 (0.080),FLAT SHEET SIGNS | | | 0210 663-01-1(II)Y 16000.000 LF | 0.19000 3040.00| 0.16000 2560.00| 0.16000 2560.00 EDGE LINE, YELLOW | | | 0211 663-01-1(II)W 16000.000 LF | 0.19000 3040.00| 0.16000 2560.00| 0.16000 2560.00 EDGE LINE, WHITE | | | 0215 663-02-1(II)W 4000.000 LF | 0.32000 1280.00| 0.20000 800.00| 0.20000 800.00 LANE LINE OR CENTERLINE, WHITE | | | 0220 663-12(P-2) 15.000 EA | 220.50000 3307.50| 50.00000 750.00| 100.00000 1500.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0225 664-06(V) 6300.000 LF | 5.50000 34650.00| 12.20000 76860.00| 9.75000 61425.00 GLARE BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -10 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 |(6) 25-1493101 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 401-1(2)SG AA1 866.000 TN | 48.30000 41827.80| 46.00000 39836.00| 57.00000 49362.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0235 401-1(2)S AA2 787.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0240 401-2(1)SG BB1 160.000 TN | 52.50000 8400.00| 50.00000 8000.00| 68.00000 10880.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0245 401-2(1)S BB2 147.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0250 402-01(1)SG CC1 219.000 TN | 57.75000 12647.25| 55.00000 12045.00| 55.00000 12045.00 HMA SKID PVT, (W-1) ST OR GR | | | 0255 402-01(1)S CC2 201.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0260 604-01(18)A2 DD1 304.000 LF | 44.50000 13528.00| 35.00000 10640.00| 40.00000 12160.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0265 604-25(18)A2 DD2 304.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | SECTION TOTALS | $ 1,173,761.87| $ 1,120,805.24| $ 1,013,296.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #2223 SB | | | 0270 203-01 LUMP| 100000.00000 100000.00| 110000.00000 110000.00| 324626.33000 324626.33 DISMANTLING STRUCTURES | | | 0275 212-01 48.000 CY | 169.00000 8112.00| 150.00000 7200.00| 100.00000 4800.00 STRUCTURE EXCAVATION | | | 0280 212-05 54.000 CY | 85.00000 4590.00| 70.00000 3780.00| 100.00000 5400.00 SELECT MATERIAL FOR BACKFILLING | | | 0285 601-02 51.000 CY | 1000.00000 51000.00| 640.00000 32640.00| 625.00000 31875.00 CLASS B CONCRETE | | | 0290 601-03 365.000 CY | 660.00000 240900.00| 560.00000 204400.00| 500.00000 182500.00 CLASS K CONCRETE | | | 0295 602-01 5400.000 LB | 0.64000 3456.00| 1.50000 8100.00| 1.00000 5400.00 REINFORCING STEEL BARS | | | 0300 602-02 83651.000 LB | 0.68000 56882.68| 0.76000 63574.76| 2.00000 167302.00 EPOXY COATED REINFORCING STEELBARS | | | 0305 615-01 1.000 LS | 275000.00000 275000.00| 412700.00000 412700.00| 300000.00000 300000.00 STEEL SUPERSTRUCTURE | | | 0310 639-01 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 009 -11 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9131429 COUNTIES : MARION LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 |(6) 25-1493101 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 744,940.68| $ 844,894.76| $ 1,022,903.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ON JOB TRAINING | | | 0315 699 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,919,502.55| $ 1,966,500.00| $ 2,037,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 9508302 COUNTIES : KANAWHA LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : NEWHOUSE ROAD OP BRIDGE #2570.1 OVERLAY PROJECT(S) : S320-0079/00-000.20 00 00NH 0791 081 E00 LOCATION: 0.20 MILE NORTH OF I-77 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 167,900.00 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 204,931.70 122.0558% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9508302 COUNTIES : KANAWHA LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 01 SET-ASIDE : Standard ==================================================================================================================================== |(1) 31-1316393 |(2) 34-1199322 | |AHERN & ASSOCIATES, INC. |VELOTTA COMPANY, THE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEWHOUSE ROAD OVERPASS BRIDGE # 2570.1 OVERLAY | | | 0005 204-01 LUMP| 33857.35000 33857.35| 42400.00000 42400.00| MOBILIZATION | | | 0010 625-16 31.000 M | 1200.00000 37200.00| 1400.00000 43400.00| REMOVE AND REBUILD EXPANSION JOINT | | | 0015 636-07 700.000 M | 0.01000 7.00| 1.48000 1036.00| ERADICATION PAVEMENT MARKINGS | | | 0020 636-09 1200.000 M | 0.01000 12.00| 3.77000 4524.00| TEMP PVMT MARKING-TAPE | | | 0025 636-11 9680.000 UN | 0.01000 96.80| 0.01000 96.80| TRAFFIC CONTROL DEVICE | | | 0030 636-14 200.000 HR | 0.01000 2.00| 0.01000 2.00| FLAGGER | | | 0035 636-14B 100.000 HR | 0.01000 1.00| 0.01000 1.00| TRAFFIC DIRECTOR | | | 0040 636-17B 236.000 M | 130.00000 30680.00| 110.00000 25960.00| TEMPORARY WATER-FILL BARRIER | | | 0045 636-21 100.000 DA | 0.01000 1.00| 0.01000 1.00| ELECTRIC ARROW | | | 0050 636-25B 1400.000 DA | 0.01000 14.00| 0.01000 14.00| WARNING LIGHTS TYPE B | | | 0055 636-25C 3100.000 DA | 0.01000 31.00| 0.25000 775.00| WARNING LIGHTS TYPE C | | | 0060 663-0115W 350.000 M | 0.01000 3.50| 5.74000 2009.00| EDGE LINE WHITE TYPE V | | | 0065 663-0115Y 350.000 M | 0.01000 3.50| 5.74000 2009.00| EDGE LINE YELLOW TYPE V | | | 0070 663-0215W 85.000 M | 0.01000 0.85| 6.74000 572.90| LANE LINE OR CENTER LINE WHITE TYPE V | | | 0075 679-06 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| TEST SLAB | | | 0080 680-07 528.000 M2 | 80.00000 42240.00| 67.00000 35376.00| CLASS 1 BRIDGE DECK REMOVAL | | | 0085 679-02 BB1 35.000 M3 | | 1293.00000 45255.00| LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 0090 679-04 BB2 35.000 M3 | 650.00000 22750.00| | MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 167,900.00| $ 204,931.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 167,900.00| $ 204,931.70| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 9723910 COUNTIES : OHIO LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : NATIONAL ROAD PROJECT(S) : S335-0040/00-002.74 00 LOCATION: 0.09MI. W. US40 SPUR TO 0.08MI. W. US40 SPUR 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 92,000.50 100.0000% 2 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 159,025.00 172.8523% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9723910 COUNTIES : OHIO LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1493101 |(2) 25-1271209 | |UPON THIS ROCK CONSTRUCTION,|GREEN ACRES CONTRACTING COMP| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BOX CULVERT | | | 0005 240-012100 78.000 M | 534.75000 41710.50| 130.00000 10140.00| CLEANING CULVERTS 2100MM | | | 0010 240-05 123.000 M | 375.00000 46125.00| 1075.00000 132225.00| CLEANING BOX CULVERTS | | | 0015 240-06 26.100 M | 150.00000 3915.00| 600.00000 15660.00| CLEAN INLET AND OUTLET DITCHES | | | 0020 642-13 LUMP| 250.00000 250.00| 1000.00000 1000.00| TEMPORARY POLLUTION CONTROL | | | SECTION TOTALS | $ 92,000.50| $ 159,025.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 92,000.50| $ 159,025.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 9716914 COUNTIES : WETZEL LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : PADUCAH DRIVE PROJECT(S) : U352-0002/09-000.19 00 LOCATION: 0.19MI. E. JCT WV2 TO 0.55MI. E. JCT WV2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0601828 KLUG BROS., INC. $ 76,077.51 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9716914 COUNTIES : WETZEL LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0601828 | | |KLUG BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 207-01 578.000 M3 | 24.43000 14120.54| | UNCLASSIFIED EXCAVATION | | | 0010 211-01 159.000 M3 | 31.90000 5072.10| | UNCLASSIFIED BORROW EXCAVATION | | | 0015 211-08 133.000 MGR | 36.55000 4861.15| | ROCK BORROW EXCAVATION | | | 0020 229-01 0.500 KM | 7893.00000 3946.50| | SHOULDERS AND DITCHES | | | 0025 408-02 946.000 L | 0.49000 463.54| | BITUMINOUS MATERIAL | | | 0030 409-02 1319.000 L | 0.49000 646.31| | BITUMINOUS MATERIAL PRIME | | | 0035 604-010450A2 10.000 M | 293.00000 2930.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0040 605-04 1.000 EA | 1485.00000 1485.00| | TYPE B INLET | | | 0045 607-012 64.770 M | 73.70000 4773.55| | TYPE 1 GUARDRAIL CLASS II | | | 0050 636-11 1426.000 UN | 1.37000 1953.62| | TRAFFIC CONTROL DEVICE | | | 0055 636-14 100.000 HR | 35.45000 3545.00| | FLAGGER | | | 0060 307-01SG AA1 320.000 MGR | 29.87000 9558.40| | CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 0065 307-01S AA2 314.000 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0070 308-01SG BB1 47.000 MGR | 35.70000 1677.90| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0075 308-01S BB2 46.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0080 407-1(2)SG CC1 219.000 MGR | 44.98000 9850.62| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0085 407-1(2)S CC2 199.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9716914 COUNTIES : WETZEL LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0601828 | | |KLUG BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 407-2(3)SG DD1 125.000 MGR | 49.97000 6246.25| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0095 407-2(3)S DD2 114.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0100 407-7SG EE1 99.000 MGR | 49.97000 4947.03| | SCRATCH COURSE, STONE OR GRAVEL | | | 0105 407-7S EE2 90.000 MGR | | | SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 76,077.51| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 76,077.51| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9725304 COUNTIES : CABELL LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : CABELL-HUNTINGTON HOSPITAL PROJECT(S) : U382-0HUN/0T-008.00 04 0NFA 0097 076 000 LOCATION: HUNTINGTON 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 77,683.00 100.0000% 2 54-0458233 DAVIS H. ELLIOT COMPANY, INC. $ 81,778.00 105.2714% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 130,375.00 167.8295% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9725304 COUNTIES : CABELL LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0343932 |(2) 54-0458233 |(3) 55-0646159 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT COMPANY, 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| 900.00000 900.00| 5500.00000 5500.00| 7500.00000 7500.00 MOBILIZATION | | | 0010 636-07 200.000 LF | 1.18000 236.00| 2.00000 400.00| 2.00000 400.00 ERADICATION OF PAVEMENT MARKINGS | | | 0015 636-11 4800.000 UN | 0.01000 48.00| 1.00000 4800.00| 1.00000 4800.00 TRAFFIC CONTROL DEVICES | | | 0020 636-14 100.000 HR | 0.10000 10.00| 1.00000 100.00| 30.00000 3000.00 FLAGGER | | | 0025 636-21 4.000 DA | 30.00000 120.00| 25.00000 100.00| 50.00000 200.00 ELECTRIC ARROW | | | 0030 660-01(01) LUMP| 7100.00000 7100.00| 9000.00000 9000.00| 25000.00000 25000.00 SIGNAL CONTROLLERS | | | 0035 660-02(LPS-C) 6.000 EA | 135.00000 810.00| 120.00000 720.00| 550.00000 3300.00 TRAFFIC DETECTORS | | | 0040 660-03(V-12) 31.000 EA | 140.00000 4340.00| 110.00000 3410.00| 250.00000 7750.00 SIGNAL SECTIONS | | | 0045 660-04(A1) 2.000 EA | 4500.00000 9000.00| 3500.00000 7000.00| 7500.00000 15000.00 SIGNAL SUPPORTS | | | 0050 660-04(A1L) 1.000 EA | 6275.00000 6275.00| 4500.00000 4500.00| 8000.00000 8000.00 SIGNAL SUPPORTS | | | 0055 660-04(C1) 1.000 EA | 6300.00000 6300.00| 4500.00000 4500.00| 6000.00000 6000.00 SIGNAL SUPPORTS | | | 0060 660-05(H) 6.000 EA | 1500.00000 9000.00| 800.00000 4800.00| 1000.00000 6000.00 JUNCTION BOXES, TYPE H | | | 0065 660-06(1) LUMP| 2425.00000 2425.00| 5500.00000 5500.00| 10500.00000 10500.00 SIGNAL INTERCONNECT | | | 0070 660-07(01) LUMP| 27203.00000 27203.00| 26753.50000 26753.50| 25000.00000 25000.00 MISCELLANEOUS SIGNAL | | | 0075 662-07(250)W 1.000 EA | 375.00000 375.00| 510.00000 510.00| 500.00000 500.00 LUMINAIRES | | | 0080 662-14 LUMP| 110.00000 110.00| 1000.00000 1000.00| 250.00000 250.00 INCIDENTAL ELECTRICAL WORK | | | 0085 663-05(V) 115.000 LF | 15.40000 1771.00| 14.30000 1644.50| 45.00000 5175.00 TYPE V, STOP LINES | | | 0090 663-10(V) 4.000 EA | 237.50000 950.00| 220.00000 880.00| 250.00000 1000.00 TYPE V, LANE ARROWS | | | 0095 663-11(V) 8.000 EA | 88.75000 710.00| 82.50000 660.00| 125.00000 1000.00 TYPE V, LANE LETTERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9725304 COUNTIES : CABELL LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0343932 |(2) 54-0458233 |(3) 55-0646159 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT COMPANY, INC|WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 77,683.00| $ 81,778.00| $ 130,375.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 77,683.00| $ 81,778.00| $ 130,375.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 9619813 COUNTIES : LINCOLN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MUD RIVER ROAD PROJECT(S) : E322-0001/00-E00.12 00 00ER 0596 019 E00 LOCATION: 0.39 MI N CO 6 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 B.B.R. DRILLING COMPANY, PAUL C. BALCAR, DBA $ 106,029.80 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 112,937.00 106.5143% 3 55-0417282 TURMAN CONSTRUCTION CO. $ 114,198.00 107.7036% 31-4444098 ALAN STONE CO., INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9619813 COUNTIES : LINCOLN LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(1) 34-1632350 |(2) 62-1345425 |(3) 55-0417282 |B.B.R. DRILLING COMPANY |BILCO CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204-01 LUMP| 10500.00000 10500.00| 13000.00000 13000.00| 9000.00000 9000.00 MOBILIZATION | | | 0010 211-02 60.000 M3 | 66.00000 3960.00| 61.00000 3660.00| 100.00000 6000.00 ROCK BORROW EXCAVATION | | | 0015 408-02 456.000 L | 1.00000 456.00| 1.50000 684.00| 1.00000 456.00 BITUMINOUS MATERIAL | | | 0020 614-1W250067 329.000 M | 198.00000 65142.00| 175.00000 57575.00| 200.00000 65800.00 STEEL PILES, W 250X67 | | | 0025 614-4 165.600 M2 | 59.25000 9811.80| 87.00000 14407.20| 70.00000 11592.00 TIMBER LAGGING | | | 0030 636-11 880.000 UN | 1.00000 880.00| 3.00000 2640.00| 2.50000 2200.00 TRAFFIC CONTROL DEVICE | | | 0035 636-14 260.000 HR | 20.00000 5200.00| 33.00000 8580.00| 30.00000 7800.00 FLAGGER | | | 0040 639-01 LUMP| 1500.00000 1500.00| 3000.80000 3000.80| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKES | | | 0045 642-13 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL | | | 0050 308-01SG AA1 30.000 MGR | 60.00000 1800.00| 31.00000 930.00| 75.00000 2250.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0055 308-01S AA2 27.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0060 407-1(2)SG BB1 60.000 MGR | 88.00000 5280.00| 116.00000 6960.00| 110.00000 6600.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0065 407-1(2)S BB2 55.000 MGR | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 106,029.80| $ 112,937.00| $ 114,198.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 106,029.80| $ 112,937.00| $ 114,198.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 9720208 COUNTIES : HARDY LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : MOOREFIELD MIDDLE SCHOOL ACCESS ROAD PROJECT(S) : U316-0055/07-000.00 00 LOCATION: I/S WV 55 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0700300 A.L.L. CONSTRUCTION, INC. $ 197,681.60 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 246,848.74 124.8718% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9720208 COUNTIES : HARDY LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0700300 |(2) 55-0487806 | |A.L.L. CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 0.247 LS | 2000.00000 2000.00| 41000.00000 41000.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 3500.00000 3500.00| 8800.00000 8800.00| MOBILIZATION | | | 0013 207-01 1651.000 M3 | 5.00000 8255.00| 17.75000 29305.25| UNCLASSIFIED EXCAVATION | | | 0015 207-02 255.000 M3 | 40.00000 10200.00| 57.00000 14535.00| SUBGRADE | | | 0020 207-34 1671.000 M2 | 1.75000 2924.25| 1.40000 2339.40| FABRIC FOR SEPARATION | | | 0025 307-01 342.000 M3 | 40.00000 13680.00| 62.00000 21204.00| CLASS I AGGREGATE BASE COURSE | | | 0035 408-02 499.000 L | 7.25000 3617.75| 2.04000 1017.96| BITUMINOUS MATERIAL | | | 0040 409-02 1852.000 L | 7.25000 13427.00| 3.04000 5630.08| BITUMINOUS MATERIAL PRIME | | | 0045 636-07 300.000 M | 1.50000 450.00| 2.71000 813.00| ERADICATION PAVEMENT MARKINGS | | | 0050 636-08 900.000 M | 4.00000 3600.00| 3.61000 3249.00| TEMP PVMT MARKING-PAINT | | | 0055 636-11 5245.000 UN | 0.20000 1049.00| 1.61000 8444.45| TRAFFIC CONTROL DEVICE | | | 0060 636-12 2.000 EA | 50.00000 100.00| 330.00000 660.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0065 636-13 50.000 EA | 1.00000 50.00| 6.30000 315.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0070 636-14 1300.000 HR | 27.00000 35100.00| 1.00000 1300.00| FLAGGER | | | 0075 636-25B 600.000 DA | 1.00000 600.00| 2.27000 1362.00| WARNING LIGHTS TYPE B | | | 0076 638-02 5.000 EA | 100.00000 500.00| 55.00000 275.00| RIGHT OF WAY MARKERS | | | 0077 639-01 LUMP| 2000.00000 2000.00| 5300.00000 5300.00| CONSTRUCTION LAYOUT STAKES | | | 0078 640-02 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| SMALL FIELD OFFICE/STORAGE BUILDING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9720208 COUNTIES : HARDY LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0700300 |(2) 55-0487806 | |A.L.L. CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 640-03 LUMP| 3100.00000 3100.00| 1000.00000 1000.00| BUILDING EQUIPMENT | | | 0080 642-13 LUMP| 2500.00000 2500.00| 3300.00000 3300.00| TEMPORARY POLLUTION CONTROL | | | 0082 660-07 LUMP| 25000.00000 25000.00| 25800.00000 25800.00| MISCELLANEOUS SIGNAL | | | 0085 663-0112W 650.000 M | 2.50000 1625.00| 2.20000 1430.00| EDGE LINE WHITE TYPE II | | | 0090 663-0312 650.000 M | 2.50000 1625.00| 2.20000 1430.00| BARRIER LINES TYPE II | | | 0095 663-042 70.000 M | 4.50000 315.00| 4.40000 308.00| TYPE II CHANNELIZING LINES | | | 0100 663-055 15.000 M | 50.00000 750.00| 54.00000 810.00| TYPE V STOP LINES | | | 0105 663-07(II)Y 125.000 M | 25.00000 3125.00| 27.00000 3375.00| TYPE II, STRIPES, YELLOW | | | 0110 663-105 2.000 EA | 250.00000 500.00| 248.00000 496.00| TYPE V LANE ARROWS | | | 0115 663-115 4.000 EA | 90.00000 360.00| 82.50000 330.00| TYPE V LANE LETTERS | | | 0120 670-07025200 14.700 M | 200.00000 2940.00| 140.00000 2058.00| PLASTIC PIPE CLASS 200, 25MM | | | 0125 670-10005005 9.500 M | 300.00000 2850.00| 228.00000 2166.00| STEEL CASING PIPE, 50MM, 4.76MM | | | 0130 670-16 2.000 EA | 800.00000 1600.00| 465.00000 930.00| RELOCATE METER | | | 0137 308-01SG AA1 246.000 MGR | 21.10000 5190.60| 25.60000 6297.60| CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0138 308-01S AA2 224.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0140 401-1(1)SG BB1 238.000 MGR | 96.00000 22848.00| 116.00000 27608.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0145 401-1(1)S BB2 213.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0150 401-2(1)SG CC1 158.000 MGR | 100.00000 15800.00| 120.00000 18960.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0155 401-2(1)S CC2 141.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/10/97 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9720208 COUNTIES : HARDY LETTING DATE : 10/07/97 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0700300 |(2) 55-0487806 | |A.L.L. CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 197,681.60| $ 246,848.74| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 197,681.60| $ 246,848.74| ====================================================================================================================================