1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : PEYTONA BRIDGE #4550 PROJECT(S) : S303-0003/00-020.32 00 00BR 0003 081 E00 LOCATION: BIG COAL RIVER, 0.01 MI W CO 119/21 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 1,785,823.60 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,843,421.76 103.2252% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,982,929.00 111.0372% 4 31-1316393 AHERN & ASSOCIATES, INC. $ 2,083,200.00 116.6520% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 61-0911548 |(2) 55-0487806 |(3) 62-1345425 |ROBERTS CONSTRUCTION COMPANY|ORDERS CONSTRUCTION COMPANY,|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 1.000 LS | 38000.00000 38000.00| 134000.00000 134000.00| 180000.00000 180000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1.00000 1.00| 3800.00000 3800.00| 500.00000 500.00 BUILDING DEMOLITION ,202-01(01) | | | 0015 202-01 1.000 LS | 1.00000 1.00| 850.00000 850.00| 500.00000 500.00 BUILDING DEMOLITION ,202-01(02) | | | 0020 202-01 1.000 LS | 1.00000 1.00| 1260.00000 1260.00| 500.00000 500.00 BUILDING DEMOLITION ,202-01(03) | | | 0025 202-03 LUMP| 1.00000 1.00| 900.00000 900.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT ,202-03(01) | | | 0030 204-01 LUMP| 45000.00000 45000.00| 33000.00000 33000.00| 60000.00000 60000.00 MOBILIZATION | | | 0035 207-01 898.000 M3 | 12.00000 10776.00| 28.00000 25144.00| 13.00000 11674.00 UNCLASSIFIED EXCAVATION | | | 0040 207-02 1026.000 M3 | 30.00000 30780.00| 62.00000 63612.00| 54.00000 55404.00 SUBGRADE | | | 0045 207-34 6853.000 M2 | 1.25000 8566.25| 1.20000 8223.60| 1.75000 11992.75 FABRIC FOR SEPARATION | | | 0050 211-01 10858.000 M3 | 16.00000 173728.00| 11.00000 119438.00| 14.00000 152012.00 UNCLASSIFIED BORROW EXCAVATION | | | 0055 211-02 1498.300 M3 | 35.00000 52440.50| 27.80000 41652.74| 24.00000 35959.20 ROCK BORROW EXCAVATION | | | 0060 218-07 211.000 M2 | 3.00000 633.00| 1.50000 316.50| 2.00000 422.00 FABRIC FOR EROSION CONTROL | | | 0065 229-01 0.240 KM | 11500.00000 2760.00| 14000.00000 3360.00| 1000.00000 240.00 SHOULDERS AND DITCHES | | | 0070 240-010450 11.000 M | 50.00000 550.00| 300.00000 3300.00| 20.00000 220.00 CLEANING CULVERTS 450MM | | | 0075 240-02 1.000 EA | 100.00000 100.00| 315.00000 315.00| 300.00000 300.00 CLEANING INLETS | | | 0080 307-01 1730.000 M3 | 42.00000 72660.00| 35.00000 60550.00| 54.00000 93420.00 CLASS I AGGREGATE BASE COURSE | | | 0085 409-02 15325.000 L | 0.28000 4291.00| 0.26000 3984.50| 0.40000 6130.00 BITUMINOUS MATERIAL PRIME | | | 0090 502-01300 108.000 M2 | 160.00000 17280.00| 180.00000 19440.00| 150.00000 16200.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0095 601-02 3.820 M3 | 900.00000 3438.00| 2000.00000 7640.00| 2000.00000 7640.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 61-0911548 |(2) 55-0487806 |(3) 62-1345425 |ROBERTS CONSTRUCTION COMPANY|ORDERS CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 604-010600A2 41.000 M | 160.00000 6560.00| 239.00000 9799.00| 215.00000 8815.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0105 604-3706002 47.000 M | 200.00000 9400.00| 300.00000 14100.00| 255.00000 11985.00 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0110 604-710600 2.000 EA | 750.00000 1500.00| 800.00000 1600.00| 450.00000 900.00 SAFETY SLOPE END SECTION, RCP | | | 0115 604-720600 2.000 EA | 600.00000 1200.00| 500.00000 1000.00| 550.00000 1100.00 SAFETY SLOPE END SECTION, CSP | | | 0120 605-09 1.000 EA | 2000.00000 2000.00| 1500.00000 1500.00| 2200.00000 2200.00 TYPE G INLET | | | 0125 607-012 114.000 M | 51.00000 5814.00| 52.00000 5928.00| 54.00000 6156.00 TYPE 1 GUARDRAIL CLASS II | | | 0130 607-65 6.000 EA | 1400.00000 8400.00| 1260.00000 7560.00| 1400.00000 8400.00 FLARED END TERMINAL | | | 0135 617-03 5.000 M | 300.00000 1500.00| 200.00000 1000.00| 500.00000 2500.00 ALUMINUM RAILING | | | 0140 633-03 30.000 M3 | 50.00000 1500.00| 57.00000 1710.00| 65.00000 1950.00 DUMPED ROCK GUTTER | | | 0145 636-07 600.000 M | 2.50000 1500.00| 1.72000 1032.00| 3.50000 2100.00 ERADICATION PAVEMENT MARKINGS | | | 0150 636-08 1200.000 M | 2.50000 3000.00| 0.93000 1116.00| 2.25000 2700.00 TEMP PVMT MARKING-PAINT | | | 0155 636-11 8211.000 UN | 1.80000 14779.80| 0.92000 7554.12| 0.75000 6158.25 TRAFFIC CONTROL DEVICE | | | 0160 636-12 3.000 EA | 500.00000 1500.00| 315.00000 945.00| 0.25000 0.75 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0165 636-13 50.000 EA | 5.00000 250.00| 3.15000 157.50| 0.02000 1.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0170 636-14 1200.000 HR | 37.50000 45000.00| 40.00000 48000.00| 35.00000 42000.00 FLAGGER | | | 0175 636-17 420.000 M | 90.00000 37800.00| 1.00000 420.00| 50.00000 21000.00 TEMPORARY CONCRETE BARRIERS | | | 0180 636-18 120.000 M | 60.00000 7200.00| 24.00000 2880.00| 15.00000 1800.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0185 636-23(01) LUMP| 12000.00000 12000.00| 5000.00000 5000.00| 500.00000 500.00 TEMPORARY TRAFFIC SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 61-0911548 |(2) 55-0487806 |(3) 62-1345425 |ROBERTS CONSTRUCTION COMPANY|ORDERS CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636-25B 900.000 DA | 2.00000 1800.00| 3.00000 2700.00| 3.00000 2700.00 WARNING LIGHTS TYPE B | | | 0195 637-01 100.000 M3 | 0.10000 10.00| 10.00000 1000.00| 8.00000 800.00 WATER FOR DUST PALLIATIVE | | | 0200 638-02 15.000 EA | 75.00000 1125.00| 55.00000 825.00| 100.00000 1500.00 RIGHT OF WAY MARKERS | | | 0205 639-01 LUMP| 12500.00000 12500.00| 16000.00000 16000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKES | | | 0210 640-01 LUMP| 10500.00000 10500.00| 10000.00000 10000.00| 10000.00000 10000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0215 640-03 LUMP| 4500.00000 4500.00| 700.00000 700.00| 2000.00000 2000.00 BUILDING EQUIPMENT | | | 0220 657-08 7.700 M | 21.00000 161.70| 20.50000 157.85| 24.00000 184.80 2.98KG CHANNEL POST | | | 0225 657-10 29.700 M | 28.00000 831.60| 26.25000 779.63| 32.00000 950.40 4.5KG CHANNEL POST | | | 0230 661-011 4.000 M2 | 240.00000 960.00| 231.00000 924.00| 300.00000 1200.00 2MM FLAT SHEET SIGNS | | | 0235 661-11 2.000 EA | 55.00000 110.00| 52.50000 105.00| 75.40000 150.80 INSTALL REUSABLE SIGNS | | | 0240 663-0112W 856.000 M | 2.00000 1712.00| 1.75000 1498.00| 2.00000 1712.00 EDGE LINE WHITE TYPE II | | | 0245 663-0212Y 150.000 M | 2.00000 300.00| 1.75000 262.50| 3.50000 525.00 LANE LINE OR CENTER LINE YELLOW TYPE II | | | 0250 663-0312 700.000 M | 2.00000 1400.00| 1.75000 1225.00| 2.00000 1400.00 BARRIER LINES TYPE II | | | 0255 663-055 67.000 M | 25.00000 1675.00| 21.25000 1423.75| 40.00000 2680.00 TYPE V STOP LINES | | | 0260 663-115 4.000 EA | 230.00000 920.00| 225.00000 900.00| 400.00000 1600.00 TYPE V LANE LETTERS | | | 0265 308-01SG AA1 1093.000 MGR | 28.00000 30604.00| 28.50000 31150.50| 28.00000 30604.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0270 308-01S AA2 994.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0275 401-1(1)SG BB1 2122.000 MGR | 57.00000 120954.00| 53.50000 113527.00| 55.00000 116710.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0280 401-1(1)S BB2 1929.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 61-0911548 |(2) 55-0487806 |(3) 62-1345425 |ROBERTS CONSTRUCTION COMPANY|ORDERS CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 402-011SG CC1 246.000 MGR | 68.00000 16728.00| 68.00000 16728.00| 70.00000 17220.00 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0290 402-011S CC2 223.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 828,701.85| $ 841,994.19| $ 970,816.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0295 640-04 LUMP| 8000.00000 8000.00| 3600.00000 3600.00| 6500.00000 6500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 8,000.00| $ 3,600.00| $ 6,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ON JOB TRAINING | | | 0300 699 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #4550 | | | 0305 203-01 LUMP| 45000.00000 45000.00| 107000.00000 107000.00| 35000.00000 35000.00 DISMANTLING STRUCTURES (1104) | | | 0310 211-02 310.000 M3 | 50.00000 15500.00| 31.00000 9610.00| 24.00000 7440.00 ROCK BORROW EXCAVATION | | | 0315 212-01 75.000 M3 | 40.00000 3000.00| 65.00000 4875.00| 60.00000 4500.00 STRUCTURE EXCAVATION | | | 0320 212-02 510.000 M3 | 165.00000 84150.00| 72.00000 36720.00| 85.00000 43350.00 WET EXCAVATION | | | 0325 212-05 32.000 M3 | 50.00000 1600.00| 126.00000 4032.00| 100.00000 3200.00 SELECT MATERIAL FOR BACKFILLING | | | 0330 601-02 246.000 M3 | 525.00000 129150.00| 725.00000 178350.00| 540.00000 132840.00 CLASS B CONCRETE | | | 0335 601-03 283.000 M3 | 725.00000 205175.00| 725.00000 205175.00| 650.00000 183950.00 CLASS K CONCRETE | | | 0340 602-01 19981.000 KG | 1.10000 21979.10| 1.24000 24776.44| 1.50000 29971.50 REIN STEEL BARS | | | 0345 602-02 49463.000 KG | 1.55000 76667.65| 1.51000 74689.13| 1.75000 86560.25 EPOXY COATED REINFORCING BARS | | | 0350 615-01 1.000 LS | 340600.00000 340600.00| 327000.00000 327000.00| 455000.00000 455000.00 STEEL SUPERSTRUCTURE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 61-0911548 |(2) 55-0487806 |(3) 62-1345425 |ROBERTS CONSTRUCTION COMPANY|ORDERS CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 616-05H310079 100.000 M | 180.00000 18000.00| 178.00000 17800.00| 130.00000 13000.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0360 639-01 LUMP| 7500.00000 7500.00| 7000.00000 7000.00| 10000.30000 10000.30 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 948,321.75| $ 997,027.57| $ 1,004,812.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,785,823.60| $ 1,843,421.76| $ 1,982,929.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 | | |AHERN & ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 111600.20000 111600.20| | CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION ,202-01(01) | | | 0015 202-01 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION ,202-01(02) | | | 0020 202-01 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION ,202-01(03) | | | 0025 202-03 LUMP| 1500.00000 1500.00| | SEPTIC TANK ABANDONMENT ,202-03(01) | | | 0030 204-01 LUMP| 62300.00000 62300.00| | MOBILIZATION | | | 0035 207-01 898.000 M3 | 18.00000 16164.00| | UNCLASSIFIED EXCAVATION | | | 0040 207-02 1026.000 M3 | 48.00000 49248.00| | SUBGRADE | | | 0045 207-34 6853.000 M2 | 1.30000 8908.90| | FABRIC FOR SEPARATION | | | 0050 211-01 10858.000 M3 | 17.50000 190015.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0055 211-02 1498.300 M3 | 24.00000 35959.20| | ROCK BORROW EXCAVATION | | | 0060 218-07 211.000 M2 | 3.00000 633.00| | FABRIC FOR EROSION CONTROL | | | 0065 229-01 0.240 KM | 11000.00000 2640.00| | SHOULDERS AND DITCHES | | | 0070 240-010450 11.000 M | 60.00000 660.00| | CLEANING CULVERTS 450MM | | | 0075 240-02 1.000 EA | 200.00000 200.00| | CLEANING INLETS | | | 0080 307-01 1730.000 M3 | 55.00000 95150.00| | CLASS I AGGREGATE BASE COURSE | | | 0085 409-02 15325.000 L | 0.25000 3831.25| | BITUMINOUS MATERIAL PRIME | | | 0090 502-01300 108.000 M2 | 190.00000 20520.00| | PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0095 601-02 3.820 M3 | 3000.00000 11460.00| | CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 | | |AHERN & ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 604-010600A2 41.000 M | 220.00000 9020.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0105 604-3706002 47.000 M | 310.00000 14570.00| | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0110 604-710600 2.000 EA | 800.00000 1600.00| | SAFETY SLOPE END SECTION, RCP | | | 0115 604-720600 2.000 EA | 800.00000 1600.00| | SAFETY SLOPE END SECTION, CSP | | | 0120 605-09 1.000 EA | 1500.00000 1500.00| | TYPE G INLET | | | 0125 607-012 114.000 M | 49.50000 5643.00| | TYPE 1 GUARDRAIL CLASS II | | | 0130 607-65 6.000 EA | 1200.00000 7200.00| | FLARED END TERMINAL | | | 0135 617-03 5.000 M | 500.00000 2500.00| | ALUMINUM RAILING | | | 0140 633-03 30.000 M3 | 120.00000 3600.00| | DUMPED ROCK GUTTER | | | 0145 636-07 600.000 M | 1.64000 984.00| | ERADICATION PAVEMENT MARKINGS | | | 0150 636-08 1200.000 M | 0.98000 1176.00| | TEMP PVMT MARKING-PAINT | | | 0155 636-11 8211.000 UN | 1.20000 9853.20| | TRAFFIC CONTROL DEVICE | | | 0160 636-12 3.000 EA | 500.00000 1500.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0165 636-13 50.000 EA | 5.00000 250.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0170 636-14 1200.000 HR | 36.50000 43800.00| | FLAGGER | | | 0175 636-17 420.000 M | 65.00000 27300.00| | TEMPORARY CONCRETE BARRIERS | | | 0180 636-18 120.000 M | 15.00000 1800.00| | REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0185 636-23(01) LUMP| 7500.00000 7500.00| | TEMPORARY TRAFFIC SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 | | |AHERN & ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636-25B 900.000 DA | 2.50000 2250.00| | WARNING LIGHTS TYPE B | | | 0195 637-01 100.000 M3 | 25.00000 2500.00| | WATER FOR DUST PALLIATIVE | | | 0200 638-02 15.000 EA | 55.00000 825.00| | RIGHT OF WAY MARKERS | | | 0205 639-01 LUMP| 15000.00000 15000.00| | CONSTRUCTION LAYOUT STAKES | | | 0210 640-01 LUMP| 20000.00000 20000.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0215 640-03 LUMP| 1500.00000 1500.00| | BUILDING EQUIPMENT | | | 0220 657-08 7.700 M | 19.50000 150.15| | 2.98KG CHANNEL POST | | | 0225 657-10 29.700 M | 25.00000 742.50| | 4.5KG CHANNEL POST | | | 0230 661-011 4.000 M2 | 220.00000 880.00| | 2MM FLAT SHEET SIGNS | | | 0235 661-11 2.000 EA | 50.00000 100.00| | INSTALL REUSABLE SIGNS | | | 0240 663-0112W 856.000 M | 1.80000 1540.80| | EDGE LINE WHITE TYPE II | | | 0245 663-0212Y 150.000 M | 3.00000 450.00| | LANE LINE OR CENTER LINE YELLOW TYPE II | | | 0250 663-0312 700.000 M | 1.80000 1260.00| | BARRIER LINES TYPE II | | | 0255 663-055 67.000 M | 35.00000 2345.00| | TYPE V STOP LINES | | | 0260 663-115 4.000 EA | 350.00000 1400.00| | TYPE V LANE LETTERS | | | 0265 308-01SG AA1 1093.000 MGR | 26.80000 29292.40| | CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0270 308-01S AA2 994.000 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0275 401-1(1)SG BB1 2122.000 MGR | 51.00000 108222.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0280 401-1(1)S BB2 1929.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 | | |AHERN & ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 402-011SG CC1 246.000 MGR | 65.00000 15990.00| | HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0290 402-011S CC2 223.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 959,633.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0295 640-04 LUMP| 4000.00000 4000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ON JOB TRAINING | | | 0300 699 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #4550 | | | 0305 203-01 LUMP| 67500.00000 67500.00| | DISMANTLING STRUCTURES (1104) | | | 0310 211-02 310.000 M3 | 60.00000 18600.00| | ROCK BORROW EXCAVATION | | | 0315 212-01 75.000 M3 | 87.00000 6525.00| | STRUCTURE EXCAVATION | | | 0320 212-02 510.000 M3 | 100.00000 51000.00| | WET EXCAVATION | | | 0325 212-05 32.000 M3 | 140.00000 4480.00| | SELECT MATERIAL FOR BACKFILLING | | | 0330 601-02 246.000 M3 | 700.00000 172200.00| | CLASS B CONCRETE | | | 0335 601-03 283.000 M3 | 950.00000 268850.00| | CLASS K CONCRETE | | | 0340 602-01 19981.000 KG | 1.60000 31969.60| | REIN STEEL BARS | | | 0345 602-02 49463.000 KG | 1.60000 79140.80| | EPOXY COATED REINFORCING BARS | | | 0350 615-01 1.000 LS | 392501.00000 392501.00| | STEEL SUPERSTRUCTURE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9716802 COUNTIES : BOONE LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 | | |AHERN & ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 616-05H310079 100.000 M | 160.00000 16000.00| | STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0360 639-01 LUMP| 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 1,118,766.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,083,200.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : NORTH BRIDGEPORT BYPASS PROJECT(S) : X317-0279/00-001.66 00 LOCATION: WV 131 - I-79 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0548463 BIZZACK, INC. $ 12,572,093.03 100.0000% 2 61-0874665 ELMO GREER & SONS, INC. $ 12,697,414.35 100.9968% 3 25-1355037 DICK CORPORATION $ 12,822,252.08 101.9897% 4 55-0328627 J. F. ALLEN COMPANY $ 12,841,302.90 102.1413% 5 34-0905531 BEAVER EXCAVATING COMPANY, THE $ 12,843,608.97 102.1596% 6 25-1428005 CAST & BAKER CORPORATION $ 13,195,489.55 104.9585% 7 55-0575884 GROUND BREAKERS, INC. $ 13,242,195.01 105.3300% 8 55-0535003 KANAWHA STONE COMPANY, INC. $ 13,249,898.35 105.3913% 9 55-0345840 VECELLIO & GROGAN, INC. $ 13,321,276.09 105.9590% 10 52-1059261 MARTA TRACK CONSTRUCTORS, INC. $ 13,325,145.00 105.9898% 11 25-1021993 TRUMBULL CORPORATION $ 13,365,428.46 106.3102% 12 34-1173229 CHAPMAN EXCAVATING, INC. $ 14,536,151.55 115.6223% 13 55-0461872 FAIRFAX TRUCKING COMPANY & SUBSIDIARIES $ 15,129,797.94 120.3443% 25-1269025 MASHUDA CORPORATION IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 61-0874665 |(3) 25-1355037 |BIZZACK, INC. |ELMO GREER & SONS, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 417150.00000 417150.00| 119000.00000 119000.00| 300000.00000 300000.00 CLEARING AND GRUBBING | | | 0010 202-01 LUMP| 2500.00000 2500.00| 6500.00000 6500.00| 6500.00000 6500.00 BUILDING DEMOLITION , 202-01(1) | | | 0015 202-01 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 2500.00000 2500.00 BUILDING DEMOLITION , 202-01(2) | | | 0020 202-01 LUMP| 4300.00000 4300.00| 5500.00000 5500.00| 5500.00000 5500.00 BUILDING DEMOLITION , 202-01(3) | | | 0025 202-01 LUMP| 500.00000 500.00| 1500.00000 1500.00| 1500.00000 1500.00 BUILDING DEMOLITION , 202-01(4) | | | 0030 202-01 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(5) | | | 0035 202-01 LUMP| 1300.00000 1300.00| 2500.00000 2500.00| 2500.00000 2500.00 BUILDING DEMOLITION , 202-01(6) | | | 0040 202-02 LUMP| 1000.00000 1000.00| 1050.00000 1050.00| 1050.00000 1050.00 WATER WELL ABANDONMENT , 202-02(1) | | | 0045 202-02 LUMP| 1000.00000 1000.00| 1050.00000 1050.00| 1050.00000 1050.00 WATER WELL ABANDONMENT , 202-02(3) | | | 0050 202-03 LUMP| 200.00000 200.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT , 202-03(1) | | | 0055 202-03 LUMP| 200.00000 200.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT , 202-03(2) | | | 0060 202-03 LUMP| 200.00000 200.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT , 202-03(3) | | | 0065 203-01 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 1500.00000 1500.00 DISMANTLING STRUCTURES , 203-01(1) | | | 0070 203-01 LUMP| 8700.00000 8700.00| 7500.00000 7500.00| 5000.00000 5000.00 DISMANTLING STRUCTURES , 203-01(2) | | | 0075 204-01 LUMP| 343400.00000 343400.00| 192800.00000 192800.00| 250000.00000 250000.00 MOBILIZATION | | | 0080 207-01 2102033.000 CY | 2.73000 5738550.09| 2.87000 6032834.71| 2.79000 5864672.07 UNCLASSIFIED EXCAVATION | | | 0085 207-02 11220.000 CY | 23.00000 258060.00| 19.00000 213180.00| 20.00000 224400.00 SUBGRADE | | | 0090 207-34 52909.000 SY | 0.90000 47618.10| 1.00000 52909.00| 1.00000 52909.00 FABRIC FOR SEPARATION | | | 0095 307-01 2256.000 CY | 35.00000 78960.00| 32.00000 72192.00| 27.00000 60912.00 CLASS 1 AGGREGATE BASE COURSE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 61-0874665 |(3) 25-1355037 |BIZZACK, INC. |ELMO GREER & SONS, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 311-06 7405.000 CY | 40.00000 296200.00| 50.00000 370250.00| 41.00000 303605.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0105 501-05(9I) 14382.000 SY | 46.50000 668763.00| 42.00000 604044.00| 45.00000 647190.00 NON-REINFORCED PORTLAND CEMENT CONCRETE | | | PAVEMENT | | | 0110 502-01(12I) 422.000 SY | 127.00000 53594.00| 125.00000 52750.00| 160.00000 67520.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0115 601-02 92.340 CY | 1000.00000 92340.00| 800.00000 73872.00| 800.00000 73872.00 CLASS B CONCRETE | | | 0120 604-06(18)A2 637.000 LF | 79.60000 50705.20| 71.00000 45227.00| 84.00000 53508.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0125 604-06(24)A2 645.000 LF | 102.35000 66015.75| 92.00000 59340.00| 104.00000 67080.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0127 604-06(30)A2 115.000 LF | 125.45000 14426.75| 113.00000 12995.00| 126.00000 14490.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0130 604-06(36)A2 540.000 LF | 155.55000 83997.00| 148.00000 79920.00| 160.00000 86400.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0135 604-06(42)A2 210.000 LF | 182.20000 38262.00| 178.00000 37380.00| 182.00000 38220.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0145 604-06(72)C3 960.000 LF | 466.00000 447360.00| 547.00000 525120.00| 410.00000 393600.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0150 604-37(24)III 945.000 LF | 58.30000 55093.50| 43.00000 40635.00| 50.00000 47250.00 REINFORCED CONCRETE PIPE | | | 0155 604-37(30)III 170.000 LF | 63.10000 10727.00| 56.00000 9520.00| 62.00000 10540.00 REINFORCED CONCRETE PIPE | | | 0160 604-37(36)III 674.000 LF | 78.70000 53043.80| 73.00000 49202.00| 78.00000 52572.00 REINFORCED CONCRETE PIPE | | | 0165 604-37(42)III 400.000 LF | 101.40000 40560.00| 90.00000 36000.00| 90.00000 36000.00 REINFORCED CONCRETE PIPE | | | 0170 604-70(8X4) 120.000 LF | 620.00000 74400.00| 387.00000 46440.00| 500.00000 60000.00 PRECAST CONCRETE BOX CULVERT 8' X 4' | | | 0175 605-01 1.000 EA | 4000.00000 4000.00| 4000.00000 4000.00| 3000.00000 3000.00 TYPE A MANHOLE | | | 0180 605-04 33.000 EA | 1700.00000 56100.00| 1500.00000 49500.00| 2400.00000 79200.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 61-0874665 |(3) 25-1355037 |BIZZACK, INC. |ELMO GREER & SONS, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 605-09 15.000 EA | 2000.00000 30000.00| 1900.00000 28500.00| 2900.00000 43500.00 TYPE G INLET | | | 0190 606-22 60.000 CY | 28.00000 1680.00| 28.00000 1680.00| 60.00000 3600.00 CRUSHED STONE, GRAVEL,OR SILICA SAND | | | FOR UNDERDRAINS | | | 0195 606-25(6) 60.000 LF | 6.00000 360.00| 6.00000 360.00| 20.00000 1200.00 UNDERDRAIN PIPE | | | 0200 606-29 17472.000 LF | 5.50000 96096.00| 5.15000 89980.80| 6.00000 104832.00 FREE DRAINING BASE (FDB) TRENCH | | | 0205 606-30 288.000 LF | 8.00000 2304.00| 8.00000 2304.00| 20.00000 5760.00 OUTLET PIPE | | | 0210 607-01(I) 1613.000 LF | 8.50000 13710.50| 9.00000 14517.00| 9.00000 14517.00 TYPE 1 GUARDRAIL | | | 0215 607-01(III) 938.000 LF | 6.75000 6331.50| 6.60000 6190.80| 7.00000 6566.00 TYPE 1 GUARDRAIL | | | 0220 607-06 4.000 EA | 600.00000 2400.00| 750.00000 3000.00| 600.00000 2400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0225 607-10-1 925.000 LF | 1.00000 925.00| 1.25000 1156.25| 1.00000 925.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0230 607-30 3.000 EA | 360.00000 1080.00| 425.00000 1275.00| 400.00000 1200.00 SPECIAL TRAILING END TERMINAL | | | 0235 607-65 5.000 EA | 1350.00000 6750.00| 1200.00000 6000.00| 1400.00000 7000.00 FLARED END TERMINAL | | | 0240 607-66 3.000 EA | 1450.00000 4350.00| 1500.00000 4500.00| 1500.00000 4500.00 TANGENT END TERMINAL | | | 0245 609-01 6816.000 SY | 21.00000 143136.00| 27.50000 187440.00| 30.00000 204480.00 CONCRETE SIDEWALK | | | 0250 610-03(II) 14195.000 LF | 19.00000 269705.00| 21.00000 298095.00| 30.00000 425850.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0255 633-01 961.000 SY | 70.00000 67270.00| 67.00000 64387.00| 70.00000 67270.00 CONCRETE GUTTER | | | 0260 633-03 8493.000 CY | 6.00000 50958.00| 5.00000 42465.00| 15.00000 127395.00 DUMPED ROCK GUTTER | | | 0265 636-07 1300.000 LF | 0.75000 975.00| 0.70000 910.00| 2.00000 2600.00 ERADICATION OF PAVEMENT MARKINGS | | | 0270 636-09 6200.000 LF | 1.05000 6510.00| 1.05000 6510.00| 1.00000 6200.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0275 636-11 44255.000 UN | 1.00000 44255.00| 1.05000 46467.75| 1.20000 53106.00 TRAFFIC CONTROL DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 61-0874665 |(3) 25-1355037 |BIZZACK, INC. |ELMO GREER & SONS, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 636-12 5.000 EA | 300.00000 1500.00| 300.00000 1500.00| 400.00000 2000.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0285 636-13 400.000 EA | 2.00000 800.00| 3.00000 1200.00| 3.00000 1200.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0287 636-14 1400.000 HR | 35.45000 49630.00| 32.00000 44800.00| 40.00000 56000.00 FLAGGER | | | 0290 636-21 250.000 DA | 20.00000 5000.00| 16.00000 4000.00| 16.00000 4000.00 ELECTRIC ARROW | | | 0292 636-25(A) 2400.000 DA | 1.50000 3600.00| 0.50000 1200.00| 1.00000 2400.00 WARNING LIGHTS | | | 0295 636-25(B) 6900.000 DA | 0.45000 3105.00| 1.50000 10350.00| 2.00000 13800.00 WARNING LIGHTS | | | 0297 636-41 480.000 EA | 30.00000 14400.00| 30.00000 14400.00| 40.00000 19200.00 TUBULAR MARKER, INITIAL INSTALLATION | | | 0298 636-42 480.000 EA | 30.00000 14400.00| 30.00000 14400.00| 30.00000 14400.00 TUBULAR MARKER REPLACEMENT | | | 0300 637-01 6700.000 MG | 1.00000 6700.00| 1.00000 6700.00| 10.00000 67000.00 WATER FOR DUST PALLIATIVE | | | 0305 638-02 67.000 EA | 75.00000 5025.00| 75.00000 5025.00| 25.00000 1675.00 RIGHT OF WAY MARKERS | | | 0310 638-03 8.000 EA | 200.00000 1600.00| 100.00000 800.00| 150.00000 1200.00 SURVEY MARKERS | | | 0315 639-01 LUMP| 135000.00000 135000.00| 193000.00000 193000.00| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKES | | | 0320 640-01 LUMP| 25000.00000 25000.00| 17000.00000 17000.00| 30000.00000 30000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0325 640-03 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0330 642-01 3795.000 LF | 1.00000 3795.00| 0.50000 1897.50| 1.00000 3795.00 TEMPORARY BERMS | | | 0335 642-02 135.000 LF | 20.00000 2700.00| 9.00000 1215.00| 18.00000 2430.00 SLOPE DRAINS | | | 0340 642-03-1 582.000 EA | 1.00000 582.00| 75.00000 43650.00| 50.00000 29100.00 DITCH CHECKS | | | 0345 642-03-3 100.000 CY | 10.00000 1000.00| 15.00000 1500.00| 6.00000 600.00 SEDIMENT TRAP | | | 0350 642-03-6 2850.000 CY | 5.00000 14250.00| 3.00000 8550.00| 3.00000 8550.00 SEDIMENT REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 61-0874665 |(3) 25-1355037 |BIZZACK, INC. |ELMO GREER & SONS, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642-04-1 7600.000 LB | 0.01000 76.00| 0.01000 76.00| 0.01000 76.00 TEMPORARY SEED | | | 0360 642-04-2 2668.000 LB | 0.15000 400.20| 0.15000 400.20| 0.50000 1334.00 SEED MIXTURE B | | | 0370 642-04-04 4376.000 LB | 0.80000 3500.80| 0.80000 3500.80| 1.00000 4376.00 SEED MIXTURE L | | | 0375 642-05-1 80.260 TN | 315.00000 25281.90| 315.00000 25281.90| 300.00000 24078.00 STRAW OR HAY MULCH | | | 0380 642-05-2 17.420 TN | 650.00000 11323.00| 650.00000 11323.00| 650.00000 11323.00 WOOD CELLULOSE FIBER MULCH | | | 0385 642-06 21.610 TN | 750.00000 16207.50| 750.00000 16207.50| 750.00000 16207.50 FERTILIZER | | | 0390 642-08 400.000 LF | 20.00000 8000.00| 15.00000 6000.00| 35.00000 14000.00 TEMPORARY PIPE | | | 0395 642-09 21500.000 LF | 0.25000 5375.00| 0.50000 10750.00| 1.00000 21500.00 CONTOUR DITCH | | | 0400 642-10 81.060 TN | 1.00000 81.06| 1.00000 81.06| 1.00000 81.06 AGRICULTURAL LIMESTONE | | | 0405 642-12 5920.000 LF | 2.50000 14800.00| 2.50000 14800.00| 3.00000 17760.00 SILT FENCE | | | 0410 652-01 23.000 TN | 1.00000 23.00| 1.00000 23.00| 1.00000 23.00 AGRICULTURAL LIMESTONE | | | 0415 652-02-1 23.000 TN | 300.00000 6900.00| 300.00000 6900.00| 300.00000 6900.00 FERTILIZER, 10-20-10 | | | 0420 652-02-2 7.000 TN | 500.00000 3500.00| 500.00000 3500.00| 500.00000 3500.00 UREA FORMALDEHYDE FERTILIZER | | | 0425 652-03-1 1181.000 LB | 6.25000 7381.25| 6.25000 7381.25| 7.00000 8267.00 SEED MIXTURES B, C-1 OR C-2 | | | 0430 652-03-05 1825.000 LB | 7.95000 14508.75| 7.95000 14508.75| 8.00000 14600.00 SEED MIXTURE L | | | 0435 652-04-1 90.000 TN | 100.00000 9000.00| 100.00000 9000.00| 100.00000 9000.00 STRAW OR HAY MULCH | | | 0440 652-04-2 34.000 TN | 120.00000 4080.00| 120.00000 4080.00| 120.00000 4080.00 WOOD CELLULOSE FIBER MULCH | | | 0445 655-02(B) 7534.000 SY | 4.00000 30136.00| 4.00000 30136.00| 4.00000 30136.00 PERMANENT EROSION MATTING-TYPE B | | | 0450 401-1(1)SG AA1 26292.000 TN | 28.75000 755895.00| 27.00000 709884.00| 29.00000 762468.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0455 401-1(1)S AA2 23928.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 61-0874665 |(3) 25-1355037 |BIZZACK, INC. |ELMO GREER & SONS, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 401-7SG BB1 1458.000 TN | 33.00000 48114.00| 35.00000 51030.00| 35.00000 51030.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0465 401-7S BB2 1326.000 TN | | | SCRATCH COURSE, SLAG | | | 0470 402-01(1)SG CC1 3253.000 TN | 41.00000 133373.00| 32.00000 104096.00| 38.00000 123614.00 HMA SKID PVT, (W-1) ST OR GR | | | 0475 402-01(1)S CC2 2962.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0480 604-02(18)A2 DD1 1732.000 LF | 33.30000 57675.60| 26.00000 45032.00| 40.00000 69280.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0485 604-37(18)III DD2 1732.000 LF | | | REINFORCED CONCRETE PIPE | | | 0490 604-02(24)A2 EE1 1606.000 LF | 40.00000 64240.00| 31.00000 49786.00| 47.00000 75482.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0495 604-37(24)III EE2 1606.000 LF | | | REINFORCED CONCRETE PIPE | | | 0500 636-02SG FF1 870.000 TN | 14.00000 12180.00| 13.00000 11310.00| 31.00000 26970.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0505 636-02S FF2 792.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 11,285,661.25| $ 11,129,274.27| $ 11,609,926.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0510 640-04 LUMP| 1000.00000 1000.00| 3800.00000 3800.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 1,000.00| $ 3,800.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 TRAFFIC SIGNS | | | 0515 657-06(S4X7.7 653.000 LF | 17.00000 11101.00| 16.70000 10905.10| 17.00000 11101.00 A-441SUPPORTS, GALVANIZED | | | 0520 657-06(W6X12) 46.000 LF | 19.00000 874.00| 18.55000 853.30| 19.00000 874.00 A-441SUPPORTS, GALVANIZED | | | 0525 657-06(W 8X18 116.000 LF | 24.00000 2784.00| 24.50000 2842.00| 24.00000 2784.00 A-441SUPPORTS, GALVANIZED | | | 0530 657-06(W10X22 104.000 LF | 27.00000 2808.00| 26.75000 2782.00| 27.00000 2808.00 A-441SUPPORTS, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 61-0874665 |(3) 25-1355037 |BIZZACK, INC. |ELMO GREER & SONS, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0535 657-08 1465.000 LF | 3.25000 4761.25| 3.95000 5786.75| 4.00000 5860.00 (2.00LB) CHANNEL POSTS | | | 0540 657-10 1759.000 LF | 4.25000 7475.75| 5.25000 9234.75| 5.00000 8795.00 (3.00LB) CHANNEL POSTS | | | 0550 657-14 62.000 LF | 10.00000 620.00| 7.50000 465.00| 10.00000 620.00 (6.00LB BACK TO BACK) CHANNEL POSTS | | | 0555 657-17 24.000 CY | 610.00000 14640.00| 840.00000 20160.00| 700.00000 16800.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0560 657-18 8.000 EA | 25.00000 200.00| 70.00000 560.00| 25.00000 200.00 POST REMOVAL | | | 0565 658-01 18.500 CY | 610.00000 11285.00| 875.00000 16187.50| 610.00000 11285.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0570 658-02 1.000 EA | 28000.00000 28000.00| 31500.00000 31500.00| 28000.00000 28000.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 0575 658-03 1.000 EA | 11000.00000 11000.00| 9200.00000 9200.00| 11000.00000 11000.00 OVERHEAD SIGN GALVANIZED STEEL 02 | | | 0576 658-03 1.000 EA | 11000.00000 11000.00| 9700.00000 9700.00| 11000.00000 11000.00 OVERHEAD SIGN GALVANIZED STEEL 03 | | | 0577 659-01(1)250W LUMP| 18625.00000 18625.00| 18625.00000 18625.00| 23000.00000 23000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0578 659-01(2)250W LUMP| 15250.00000 15250.00| 15250.00000 15250.00| 22000.00000 22000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0579 659-01(3)250W LUMP| 15250.00000 15250.00| 15250.00000 15250.00| 24000.00000 24000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0580 661-01(1) 1588.000 SF | 18.00000 28584.00| 14.00000 22232.00| 18.00000 28584.00 (0.080),FLAT SHEET SIGNS | | | 0585 661-02 2159.000 SF | 21.00000 45339.00| 18.00000 38862.00| 21.00000 45339.00 EXTRUDED PANEL SIGNS | | | 0590 661-04(1) 166.000 EA | 3.00000 498.00| 3.25000 539.50| 3.00000 498.00 DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0592 661-05(1) 36.000 EA | 3.00000 108.00| 3.25000 117.00| 3.00000 108.00 DELINEATORS, REFLEX REFLECTOR ,AMBER | | | SINGLE | | | 0595 661-06 1.000 UN | 40.00000 40.00| 38.00000 38.00| 40.00000 40.00 DELINEATORS, AMBER NINE PER UNIT | | | 0600 661-07 11.000 UN | 17.50000 192.50| 22.00000 242.00| 18.00000 198.00 DELINEATORS, AMBER THREE PER UNIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 61-0874665 |(3) 25-1355037 |BIZZACK, INC. |ELMO GREER & SONS, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0602 661-08 2.000 EA | 75.00000 150.00| 70.00000 140.00| 75.00000 150.00 DELINEATOR BRACKET, TYPE A | | | 0605 661-11 2.000 EA | 275.00000 550.00| 50.00000 100.00| 300.00000 600.00 INSTALLATION OF REUSABLE SIGNS | | | SECTION TOTALS | $ 231,135.50| $ 231,571.90| $ 255,644.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0610 663-01-1(II)W 21921.000 LF | 0.13000 2849.73| 0.13000 2849.73| 0.20000 4384.20 EDGE LINE, WHITE | | | 0615 663-01-1(II)Y 17500.000 LF | 0.13000 2275.00| 0.13000 2275.00| 0.16000 2800.00 EDGE LINE, YELLOW | | | 0620 663-02-1(II)W 3777.000 LF | 0.13000 491.01| 0.13000 491.01| 0.25000 944.25 LANE LINE OR CENTERLINE, WHITE | | | 0625 663-03-1(II) 1888.000 LF | 0.13000 245.44| 0.13000 245.44| 0.25000 472.00 BARRIER LINES | | | 0630 663-04(II) 2728.000 LF | 0.25000 682.00| 0.25000 682.00| 0.25000 682.00 TYPE II CHANNELIZING LINES | | | 0635 663-05(V)W 143.000 LF | 12.25000 1751.75| 12.25000 1751.75| 11.00000 1573.00 TYPE V STOP LINES, WHITE | | | 0640 663-07(II)W 215.000 LF | 1.85000 397.75| 1.85000 397.75| 6.00000 1290.00 TYPE II, STRIPES WHITE (12 IN) | | | 0645 663-10(V) 33.000 EA | 195.00000 6435.00| 195.00000 6435.00| 200.00000 6600.00 TYPE V, LANE ARROWS | | | 0650 663-11(V) 16.000 EA | 52.00000 832.00| 52.00000 832.00| 70.00000 1120.00 TYPE V, LANE LETTERS | | | SECTION TOTALS | $ 15,959.68| $ 15,959.68| $ 19,865.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NO. 10011 | | | 0655 212-01 2860.000 CY | 6.00000 17160.00| 28.00000 80080.00| 8.00000 22880.00 STRUCTURE EXCAVATION | | | 0660 212-05 350.000 CY | 67.00000 23450.00| 57.00000 19950.00| 35.00000 12250.00 SELECT MATERIAL FOR BACKFILLING | | | 0665 601-02 134.000 CY | 450.00000 60300.00| 468.00000 62712.00| 400.00000 53600.00 CLASS B CONCRETE | | | 0670 601-03 434.000 CY | 480.00000 208320.00| 715.00000 310310.00| 425.00000 184450.00 CLASS K CONCRETE | | | 0675 602-02 74485.000 LB | 0.76000 56608.60| 0.90000 67036.50| 0.80000 59588.00 EPOXY COATED REINFORCING STEELBARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 61-0874665 |(3) 25-1355037 |BIZZACK, INC. |ELMO GREER & SONS, INC. |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 603-18(78) 1230.000 LF | 200.00000 246000.00| 215.00000 264450.00| 200.00000 246000.00 PRESTRESSED CONCRETE I BEAMS, 78IN | | | 0690 616-05HP12X53 1176.000 LF | 46.00000 54096.00| 85.00000 99960.00| 60.00000 70560.00 STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0695 639-01 LUMP| 7500.00000 7500.00| 4400.00000 4400.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKES | | | 0700 679-06 LUMP| 500.00000 500.00| 4400.00000 4400.00| 2500.00000 2500.00 TEST SLAB | | | 0705 626-01 GG1 5801.000 SF | 52.00000 301652.00| 60.00000 348060.00| 38.00000 220438.00 RETAINING WALL, REINFORCED EARTH | | | 0710 626-02 GG2 5801.000 SF | | | RETAINING WALL, VSL RETAINED EARTH | | | 0715 679-02 HH1 53.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0720 679-04M HH2 53.000 CY | 950.00000 50350.00| 900.00000 47700.00| 600.00000 31800.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,025,936.60| $ 1,309,058.50| $ 924,066.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATER AND SEWER RELOCATION | | | 0750 670-07(4)200 310.000 LF | 40.00000 12400.00| 25.00000 7750.00| 25.00000 7750.00 PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 12,400.00| $ 7,750.00| $ 7,750.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,572,093.03| $ 12,697,414.35| $ 12,822,252.08 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 34-0905531 |(6) 25-1428005 |J. F. ALLEN COMPANY |BEAVER EXCAVATING COMPANY, T|CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 181272.60000 181272.60| 183800.00000 183800.00| 150000.00000 150000.00 CLEARING AND GRUBBING | | | 0010 202-01 LUMP| 1.00000 1.00| 4100.00000 4100.00| 7000.00000 7000.00 BUILDING DEMOLITION , 202-01(1) | | | 0015 202-01 LUMP| 1.00000 1.00| 1080.00000 1080.00| 3000.00000 3000.00 BUILDING DEMOLITION , 202-01(2) | | | 0020 202-01 LUMP| 1.00000 1.00| 4100.00000 4100.00| 6000.00000 6000.00 BUILDING DEMOLITION , 202-01(3) | | | 0025 202-01 LUMP| 1.00000 1.00| 1800.00000 1800.00| 2000.00000 2000.00 BUILDING DEMOLITION , 202-01(4) | | | 0030 202-01 LUMP| 1.00000 1.00| 1600.00000 1600.00| 1500.00000 1500.00 BUILDING DEMOLITION , 202-01(5) | | | 0035 202-01 LUMP| 1.00000 1.00| 1800.00000 1800.00| 3000.00000 3000.00 BUILDING DEMOLITION , 202-01(6) | | | 0040 202-02 LUMP| 1.00000 1.00| 1400.00000 1400.00| 1500.00000 1500.00 WATER WELL ABANDONMENT , 202-02(1) | | | 0045 202-02 LUMP| 1.00000 1.00| 1400.00000 1400.00| 1500.00000 1500.00 WATER WELL ABANDONMENT , 202-02(3) | | | 0050 202-03 LUMP| 1.00000 1.00| 760.00000 760.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT , 202-03(1) | | | 0055 202-03 LUMP| 1.00000 1.00| 760.00000 760.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT , 202-03(2) | | | 0060 202-03 LUMP| 1.00000 1.00| 760.00000 760.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT , 202-03(3) | | | 0065 203-01 LUMP| 1.00000 1.00| 1100.00000 1100.00| 6000.00000 6000.00 DISMANTLING STRUCTURES , 203-01(1) | | | 0070 203-01 LUMP| 1.00000 1.00| 1800.00000 1800.00| 7000.00000 7000.00 DISMANTLING STRUCTURES , 203-01(2) | | | 0075 204-01 LUMP| 385240.00000 385240.00| 150000.00000 150000.00| 285000.00000 285000.00 MOBILIZATION | | | 0080 207-01 2102033.000 CY | 2.78000 5843651.74| 3.10000 6516302.30| 2.95000 6200997.35 UNCLASSIFIED EXCAVATION | | | 0085 207-02 11220.000 CY | 30.60000 343332.00| 22.70000 254694.00| 25.00000 280500.00 SUBGRADE | | | 0090 207-34 52909.000 SY | 1.00000 52909.00| 0.78000 41269.02| 1.00000 52909.00 FABRIC FOR SEPARATION | | | 0095 307-01 2256.000 CY | 30.60000 69033.60| 23.00000 51888.00| 38.00000 85728.00 CLASS 1 AGGREGATE BASE COURSE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 34-0905531 |(6) 25-1428005 |J. F. ALLEN COMPANY |BEAVER EXCAVATING COMPANY, T|CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 311-06 7405.000 CY | 39.45000 292127.25| 52.30000 387281.50| 52.50000 388762.50 OPEN GRADED FREE DRAINING BASE COURSE | | | 0105 501-05(9I) 14382.000 SY | 50.00000 719100.00| 44.77000 643882.14| 56.50000 812583.00 NON-REINFORCED PORTLAND CEMENT CONCRETE | | | PAVEMENT | | | 0110 502-01(12I) 422.000 SY | 131.25000 55387.50| 85.00000 35870.00| 130.00000 54860.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0115 601-02 92.340 CY | 1071.00000 98896.14| 600.00000 55404.00| 1200.00000 110808.00 CLASS B CONCRETE | | | 0120 604-06(18)A2 637.000 LF | 88.80000 56565.60| 63.00000 40131.00| 75.00000 47775.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0125 604-06(24)A2 645.000 LF | 113.20000 73014.00| 81.00000 52245.00| 87.00000 56115.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0127 604-06(30)A2 115.000 LF | 140.75000 16186.25| 96.00000 11040.00| 109.00000 12535.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0130 604-06(36)A2 540.000 LF | 158.20000 85428.00| 123.00000 66420.00| 136.00000 73440.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0135 604-06(42)A2 210.000 LF | 190.70000 40047.00| 143.00000 30030.00| 160.00000 33600.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0145 604-06(72)C3 960.000 LF | 571.70000 548832.00| 320.00000 307200.00| 360.00000 345600.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0150 604-37(24)III 945.000 LF | 54.00000 51030.00| 44.00000 41580.00| 42.00000 39690.00 REINFORCED CONCRETE PIPE | | | 0155 604-37(30)III 170.000 LF | 78.50000 13345.00| 81.00000 13770.00| 60.00000 10200.00 REINFORCED CONCRETE PIPE | | | 0160 604-37(36)III 674.000 LF | 91.60000 61738.40| 56.00000 37744.00| 80.00000 53920.00 REINFORCED CONCRETE PIPE | | | 0165 604-37(42)III 400.000 LF | 110.25000 44100.00| 74.00000 29600.00| 92.00000 36800.00 REINFORCED CONCRETE PIPE | | | 0170 604-70(8X4) 120.000 LF | 386.85000 46422.00| 330.00000 39600.00| 550.00000 66000.00 PRECAST CONCRETE BOX CULVERT 8' X 4' | | | 0175 605-01 1.000 EA | 4000.00000 4000.00| 1950.00000 1950.00| 3500.00000 3500.00 TYPE A MANHOLE | | | 0180 605-04 33.000 EA | 2500.00000 82500.00| 1700.00000 56100.00| 1800.00000 59400.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 34-0905531 |(6) 25-1428005 |J. F. ALLEN COMPANY |BEAVER EXCAVATING COMPANY, T|CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 605-09 15.000 EA | 2500.00000 37500.00| 1610.00000 24150.00| 1950.00000 29250.00 TYPE G INLET | | | 0190 606-22 60.000 CY | 50.00000 3000.00| 29.46000 1767.60| 40.00000 2400.00 CRUSHED STONE, GRAVEL,OR SILICA SAND | | | FOR UNDERDRAINS | | | 0195 606-25(6) 60.000 LF | 50.00000 3000.00| 6.31000 378.60| 6.50000 390.00 UNDERDRAIN PIPE | | | 0200 606-29 17472.000 LF | 6.50000 113568.00| 5.40000 94348.80| 7.00000 122304.00 FREE DRAINING BASE (FDB) TRENCH | | | 0205 606-30 288.000 LF | 25.00000 7200.00| 20.75000 5976.00| 25.00000 7200.00 OUTLET PIPE | | | 0210 607-01(I) 1613.000 LF | 8.95000 14436.35| 9.40000 15162.20| 9.50000 15323.50 TYPE 1 GUARDRAIL | | | 0215 607-01(III) 938.000 LF | 7.10000 6659.80| 6.90000 6472.20| 6.95000 6519.10 TYPE 1 GUARDRAIL | | | 0220 607-06 4.000 EA | 630.00000 2520.00| 780.00000 3120.00| 800.00000 3200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0225 607-10-1 925.000 LF | 1.05000 971.25| 1.30000 1202.50| 1.30000 1202.50 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0230 607-30 3.000 EA | 378.00000 1134.00| 445.00000 1335.00| 450.00000 1350.00 SPECIAL TRAILING END TERMINAL | | | 0235 607-65 5.000 EA | 1417.50000 7087.50| 1250.00000 6250.00| 1350.00000 6750.00 FLARED END TERMINAL | | | 0240 607-66 3.000 EA | 1522.50000 4567.50| 1560.00000 4680.00| 1600.00000 4800.00 TANGENT END TERMINAL | | | 0245 609-01 6816.000 SY | 18.90000 128822.40| 21.00000 143136.00| 19.00000 129504.00 CONCRETE SIDEWALK | | | 0250 610-03(II) 14195.000 LF | 17.75000 251961.25| 24.00000 340680.00| 18.00000 255510.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0255 633-01 961.000 SY | 73.50000 70633.50| 33.07000 31780.27| 65.00000 62465.00 CONCRETE GUTTER | | | 0260 633-03 8493.000 CY | 8.50000 72190.50| 11.44000 97159.92| 10.00000 84930.00 DUMPED ROCK GUTTER | | | 0265 636-07 1300.000 LF | 0.75000 975.00| 0.70000 910.00| 0.75000 975.00 ERADICATION OF PAVEMENT MARKINGS | | | 0270 636-09 6200.000 LF | 1.10000 6820.00| 1.10000 6820.00| 1.15000 7130.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0275 636-11 44255.000 UN | 1.00000 44255.00| 1.00000 44255.00| 1.10000 48680.50 TRAFFIC CONTROL DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 34-0905531 |(6) 25-1428005 |J. F. ALLEN COMPANY |BEAVER EXCAVATING COMPANY, T|CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 636-12 5.000 EA | 315.00000 1575.00| 310.00000 1550.00| 310.00000 1550.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0285 636-13 400.000 EA | 3.15000 1260.00| 3.20000 1280.00| 3.15000 1260.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0287 636-14 1400.000 HR | 40.00000 56000.00| 33.35000 46690.00| 35.00000 49000.00 FLAGGER | | | 0290 636-21 250.000 DA | 16.80000 4200.00| 16.70000 4175.00| 20.00000 5000.00 ELECTRIC ARROW | | | 0292 636-25(A) 2400.000 DA | 0.55000 1320.00| 0.50000 1200.00| 0.55000 1320.00 WARNING LIGHTS | | | 0295 636-25(B) 6900.000 DA | 1.60000 11040.00| 1.60000 11040.00| 1.60000 11040.00 WARNING LIGHTS | | | 0297 636-41 480.000 EA | 31.40000 15072.00| 31.00000 14880.00| 31.50000 15120.00 TUBULAR MARKER, INITIAL INSTALLATION | | | 0298 636-42 480.000 EA | 31.40000 15072.00| 31.00000 14880.00| 31.50000 15120.00 TUBULAR MARKER REPLACEMENT | | | 0300 637-01 6700.000 MG | 0.01000 67.00| 6.00000 40200.00| 10.00000 67000.00 WATER FOR DUST PALLIATIVE | | | 0305 638-02 67.000 EA | 100.00000 6700.00| 150.00000 10050.00| 75.00000 5025.00 RIGHT OF WAY MARKERS | | | 0310 638-03 8.000 EA | 200.00000 1600.00| 250.00000 2000.00| 100.00000 800.00 SURVEY MARKERS | | | 0315 639-01 LUMP| 195000.00000 195000.00| 250000.00000 250000.00| 200000.00000 200000.00 CONSTRUCTION LAYOUT STAKES | | | 0320 640-01 LUMP| 24000.00000 24000.00| 22000.00000 22000.00| 45000.00000 45000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0325 640-03 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 7000.00000 7000.00 BUILDING EQUIPMENT | | | 0330 642-01 3795.000 LF | 0.01000 37.95| 1.10000 4174.50| 1.00000 3795.00 TEMPORARY BERMS | | | 0335 642-02 135.000 LF | 50.00000 6750.00| 20.00000 2700.00| 15.00000 2025.00 SLOPE DRAINS | | | 0340 642-03-1 582.000 EA | 0.01000 5.82| 130.00000 75660.00| 100.00000 58200.00 DITCH CHECKS | | | 0345 642-03-3 100.000 CY | 25.00000 2500.00| 5.20000 520.00| 7.00000 700.00 SEDIMENT TRAP | | | 0350 642-03-6 2850.000 CY | 0.01000 28.50| 5.00000 14250.00| 3.75000 10687.50 SEDIMENT REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 34-0905531 |(6) 25-1428005 |J. F. ALLEN COMPANY |BEAVER EXCAVATING COMPANY, T|CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642-04-1 7600.000 LB | 0.01000 76.00| 0.01000 76.00| 0.15000 1140.00 TEMPORARY SEED | | | 0360 642-04-2 2668.000 LB | 0.16000 426.88| 0.16000 426.88| 0.20000 533.60 SEED MIXTURE B | | | 0370 642-04-04 4376.000 LB | 0.84000 3675.84| 0.84000 3675.84| 1.50000 6564.00 SEED MIXTURE L | | | 0375 642-05-1 80.260 TN | 330.75000 26546.00| 330.00000 26485.80| 300.00000 24078.00 STRAW OR HAY MULCH | | | 0380 642-05-2 17.420 TN | 682.50000 11889.15| 680.00000 11845.60| 450.00000 7839.00 WOOD CELLULOSE FIBER MULCH | | | 0385 642-06 21.610 TN | 787.50000 17017.88| 790.00000 17071.90| 475.00000 10264.75 FERTILIZER | | | 0390 642-08 400.000 LF | 0.01000 4.00| 13.20000 5280.00| 20.00000 8000.00 TEMPORARY PIPE | | | 0395 642-09 21500.000 LF | 0.01000 215.00| 2.30000 49450.00| 1.00000 21500.00 CONTOUR DITCH | | | 0400 642-10 81.060 TN | 1.05000 85.11| 1.00000 81.06| 70.00000 5674.20 AGRICULTURAL LIMESTONE | | | 0405 642-12 5920.000 LF | 0.01000 59.20| 2.70000 15984.00| 3.00000 17760.00 SILT FENCE | | | 0410 652-01 23.000 TN | 1.05000 24.15| 1.00000 23.00| 70.00000 1610.00 AGRICULTURAL LIMESTONE | | | 0415 652-02-1 23.000 TN | 315.00000 7245.00| 315.00000 7245.00| 630.00000 14490.00 FERTILIZER, 10-20-10 | | | 0420 652-02-2 7.000 TN | 525.00000 3675.00| 526.00000 3682.00| 600.00000 4200.00 UREA FORMALDEHYDE FERTILIZER | | | 0425 652-03-1 1181.000 LB | 6.60000 7794.60| 6.60000 7794.60| 6.25000 7381.25 SEED MIXTURES B, C-1 OR C-2 | | | 0430 652-03-05 1825.000 LB | 8.35000 15238.75| 8.40000 15330.00| 8.25000 15056.25 SEED MIXTURE L | | | 0435 652-04-1 90.000 TN | 105.00000 9450.00| 105.00000 9450.00| 150.00000 13500.00 STRAW OR HAY MULCH | | | 0440 652-04-2 34.000 TN | 126.00000 4284.00| 126.00000 4284.00| 150.00000 5100.00 WOOD CELLULOSE FIBER MULCH | | | 0445 655-02(B) 7534.000 SY | 4.20000 31642.80| 4.20000 31642.80| 4.25000 32019.50 PERMANENT EROSION MATTING-TYPE B | | | 0450 401-1(1)SG AA1 26292.000 TN | 28.90000 759838.80| 28.20000 741434.40| 28.00000 736176.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0455 401-1(1)S AA2 23928.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 34-0905531 |(6) 25-1428005 |J. F. ALLEN COMPANY |BEAVER EXCAVATING COMPANY, T|CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 401-7SG BB1 1458.000 TN | 30.50000 44469.00| 36.60000 53362.80| 36.75000 53581.50 SCRATCH COURSE, STONE OR GRAVEL | | | 0465 401-7S BB2 1326.000 TN | | | SCRATCH COURSE, SLAG | | | 0470 402-01(1)SG CC1 3253.000 TN | 34.95000 113692.35| 33.50000 108975.50| 33.50000 108975.50 HMA SKID PVT, (W-1) ST OR GR | | | 0475 402-01(1)S CC2 2962.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0480 604-02(18)A2 DD1 1732.000 LF | 39.80000 68933.60| 24.00000 41568.00| 32.00000 55424.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0485 604-37(18)III DD2 1732.000 LF | | | REINFORCED CONCRETE PIPE | | | 0490 604-02(24)A2 EE1 1606.000 LF | 45.25000 72671.50| 28.00000 44968.00| 38.00000 61028.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0495 604-37(24)III EE2 1606.000 LF | | | REINFORCED CONCRETE PIPE | | | 0500 636-02SG FF1 870.000 TN | 0.01000 8.70| 15.00000 13050.00| 13.00000 11310.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0505 636-02S FF2 792.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 11,492,664.71| $ 11,638,281.73| $ 11,814,954.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0510 640-04 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5500.00000 5500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 5,000.00| $ 5,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 TRAFFIC SIGNS | | | 0515 657-06(S4X7.7 653.000 LF | 17.85000 11656.05| 17.50000 11427.50| 17.55000 11460.15 A-441SUPPORTS, GALVANIZED | | | 0520 657-06(W6X12) 46.000 LF | 19.95000 917.70| 20.00000 920.00| 19.75000 908.50 A-441SUPPORTS, GALVANIZED | | | 0525 657-06(W 8X18 116.000 LF | 25.20000 2923.20| 25.60000 2969.60| 25.75000 2987.00 A-441SUPPORTS, GALVANIZED | | | 0530 657-06(W10X22 104.000 LF | 28.35000 2948.40| 28.00000 2912.00| 28.00000 2912.00 A-441SUPPORTS, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 34-0905531 |(6) 25-1428005 |J. F. ALLEN COMPANY |BEAVER EXCAVATING COMPANY, T|CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0535 657-08 1465.000 LF | 3.45000 5054.25| 4.10000 6006.50| 4.15000 6079.75 (2.00LB) CHANNEL POSTS | | | 0540 657-10 1759.000 LF | 4.50000 7915.50| 5.50000 9674.50| 4.55000 8003.45 (3.00LB) CHANNEL POSTS | | | 0550 657-14 62.000 LF | 10.50000 651.00| 7.80000 483.60| 20.00000 1240.00 (6.00LB BACK TO BACK) CHANNEL POSTS | | | 0555 657-17 24.000 CY | 640.50000 15372.00| 880.00000 21120.00| 600.00000 14400.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0560 657-18 8.000 EA | 26.25000 210.00| 73.00000 584.00| 25.00000 200.00 POST REMOVAL | | | 0565 658-01 18.500 CY | 640.50000 11849.25| 915.00000 16927.50| 600.00000 11100.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0570 658-02 1.000 EA | 29400.00000 29400.00| 33000.00000 33000.00| 34000.00000 34000.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 0575 658-03 1.000 EA | 11550.00000 11550.00| 9600.00000 9600.00| 10500.00000 10500.00 OVERHEAD SIGN GALVANIZED STEEL 02 | | | 0576 658-03 1.000 EA | 11550.00000 11550.00| 10150.00000 10150.00| 10500.00000 10500.00 OVERHEAD SIGN GALVANIZED STEEL 03 | | | 0577 659-01(1)250W LUMP| 16445.00000 16445.00| 19500.00000 19500.00| 20000.00000 20000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0578 659-01(2)250W LUMP| 12305.00000 12305.00| 16000.00000 16000.00| 17000.00000 17000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0579 659-01(3)250W LUMP| 12305.00000 12305.00| 16000.00000 16000.00| 17000.00000 17000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0580 661-01(1) 1588.000 SF | 18.90000 30013.20| 14.60000 23184.80| 14.75000 23423.00 (0.080),FLAT SHEET SIGNS | | | 0585 661-02 2159.000 SF | 22.05000 47605.95| 18.80000 40589.20| 19.00000 41021.00 EXTRUDED PANEL SIGNS | | | 0590 661-04(1) 166.000 EA | 3.15000 522.90| 3.40000 564.40| 3.50000 581.00 DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0592 661-05(1) 36.000 EA | 3.15000 113.40| 3.40000 122.40| 3.50000 126.00 DELINEATORS, REFLEX REFLECTOR ,AMBER | | | SINGLE | | | 0595 661-06 1.000 UN | 42.00000 42.00| 40.00000 40.00| 40.00000 40.00 DELINEATORS, AMBER NINE PER UNIT | | | 0600 661-07 11.000 UN | 18.40000 202.40| 23.00000 253.00| 25.00000 275.00 DELINEATORS, AMBER THREE PER UNIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 34-0905531 |(6) 25-1428005 |J. F. ALLEN COMPANY |BEAVER EXCAVATING COMPANY, T|CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0602 661-08 2.000 EA | 78.75000 157.50| 73.00000 146.00| 100.00000 200.00 DELINEATOR BRACKET, TYPE A | | | 0605 661-11 2.000 EA | 288.75000 577.50| 52.00000 104.00| 100.00000 200.00 INSTALLATION OF REUSABLE SIGNS | | | SECTION TOTALS | $ 232,287.20| $ 242,279.00| $ 234,156.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0610 663-01-1(II)W 21921.000 LF | 0.16000 3507.36| 0.16000 3507.36| 0.15000 3288.15 EDGE LINE, WHITE | | | 0615 663-01-1(II)Y 17500.000 LF | 0.16000 2800.00| 0.16000 2800.00| 0.15000 2625.00 EDGE LINE, YELLOW | | | 0620 663-02-1(II)W 3777.000 LF | 0.26000 982.02| 0.26000 982.02| 0.15000 566.55 LANE LINE OR CENTERLINE, WHITE | | | 0625 663-03-1(II) 1888.000 LF | 0.26000 490.88| 0.26000 490.88| 0.15000 283.20 BARRIER LINES | | | 0630 663-04(II) 2728.000 LF | 0.26000 709.28| 0.26000 709.28| 0.30000 818.40 TYPE II CHANNELIZING LINES | | | 0635 663-05(V)W 143.000 LF | 11.55000 1651.65| 11.50000 1644.50| 12.90000 1844.70 TYPE V STOP LINES, WHITE | | | 0640 663-07(II)W 215.000 LF | 6.30000 1354.50| 6.00000 1290.00| 2.00000 430.00 TYPE II, STRIPES WHITE (12 IN) | | | 0645 663-10(V) 33.000 EA | 194.25000 6410.25| 190.00000 6270.00| 205.00000 6765.00 TYPE V, LANE ARROWS | | | 0650 663-11(V) 16.000 EA | 68.25000 1092.00| 70.00000 1120.00| 55.00000 880.00 TYPE V, LANE LETTERS | | | SECTION TOTALS | $ 18,997.94| $ 18,814.04| $ 17,501.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NO. 10011 | | | 0655 212-01 2860.000 CY | 10.50000 30030.00| 4.00000 11440.00| 10.50000 30030.00 STRUCTURE EXCAVATION | | | 0660 212-05 350.000 CY | 65.10000 22785.00| 56.40000 19740.00| 72.00000 25200.00 SELECT MATERIAL FOR BACKFILLING | | | 0665 601-02 134.000 CY | 420.00000 56280.00| 194.00000 25996.00| 425.00000 56950.00 CLASS B CONCRETE | | | 0670 601-03 434.000 CY | 551.25000 239242.50| 453.50000 196819.00| 550.00000 238700.00 CLASS K CONCRETE | | | 0675 602-02 74485.000 LB | 0.69000 51394.65| 0.60000 44691.00| 0.72000 53629.20 EPOXY COATED REINFORCING STEELBARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 34-0905531 |(6) 25-1428005 |J. F. ALLEN COMPANY |BEAVER EXCAVATING COMPANY, T|CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 603-18(78) 1230.000 LF | 210.00000 258300.00| 200.00000 246000.00| 215.00000 264450.00 PRESTRESSED CONCRETE I BEAMS, 78IN | | | 0690 616-05HP12X53 1176.000 LF | 67.20000 79027.20| 65.50000 77028.00| 70.00000 82320.00 STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0695 639-01 LUMP| 21262.50000 21262.50| 4100.00000 4100.00| 22000.00000 22000.00 CONSTRUCTION LAYOUT STAKES | | | 0700 679-06 LUMP| 2625.00000 2625.00| 1050.00000 1050.00| 2500.00000 2500.00 TEST SLAB | | | 0705 626-01 GG1 5801.000 SF | 46.20000 268006.20| | 48.00000 278448.00 RETAINING WALL, REINFORCED EARTH | | | 0710 626-02 GG2 5801.000 SF | | 47.20000 273807.20| RETAINING WALL, VSL RETAINED EARTH | | | 0715 679-02 HH1 53.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0720 679-04M HH2 53.000 CY | 1050.00000 55650.00| 441.00000 23373.00| 1100.00000 58300.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,084,603.05| $ 924,044.20| $ 1,112,527.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATER AND SEWER RELOCATION | | | 0750 670-07(4)200 310.000 LF | 25.00000 7750.00| 49.00000 15190.00| 35.00000 10850.00 PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 7,750.00| $ 15,190.00| $ 10,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,841,302.90| $ 12,843,608.97| $ 13,195,489.55 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -20 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0575884 |(8) 55-0535003 |(9) 55-0345840 |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 450000.00000 450000.00| 392266.31000 392266.31| 585600.00000 585600.00 CLEARING AND GRUBBING | | | 0010 202-01 LUMP| 5000.00000 5000.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(1) | | | 0015 202-01 LUMP| 2500.00000 2500.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(2) | | | 0020 202-01 LUMP| 5000.00000 5000.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(3) | | | 0025 202-01 LUMP| 1500.00000 1500.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(4) | | | 0030 202-01 LUMP| 1000.00000 1000.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(5) | | | 0035 202-01 LUMP| 2000.00000 2000.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(6) | | | 0040 202-02 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1050.00000 1050.00 WATER WELL ABANDONMENT , 202-02(1) | | | 0045 202-02 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1050.00000 1050.00 WATER WELL ABANDONMENT , 202-02(3) | | | 0050 202-03 LUMP| 800.00000 800.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT , 202-03(1) | | | 0055 202-03 LUMP| 800.00000 800.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT , 202-03(2) | | | 0060 202-03 LUMP| 800.00000 800.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT , 202-03(3) | | | 0065 203-01 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 4500.00000 4500.00 DISMANTLING STRUCTURES , 203-01(1) | | | 0070 203-01 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 6500.00000 6500.00 DISMANTLING STRUCTURES , 203-01(2) | | | 0075 204-01 LUMP| 300000.00000 300000.00| 150000.00000 150000.00| 160000.00000 160000.00 MOBILIZATION | | | 0080 207-01 2102033.000 CY | 3.00000 6306099.00| 2.91000 6116916.03| 2.90000 6095895.70 UNCLASSIFIED EXCAVATION | | | 0085 207-02 11220.000 CY | 22.00000 246840.00| 24.00000 269280.00| 23.00000 258060.00 SUBGRADE | | | 0090 207-34 52909.000 SY | 0.80000 42327.20| 0.75000 39681.75| 1.10000 58199.90 FABRIC FOR SEPARATION | | | 0095 307-01 2256.000 CY | 28.00000 63168.00| 50.00000 112800.00| 33.00000 74448.00 CLASS 1 AGGREGATE BASE COURSE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -21 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0575884 |(8) 55-0535003 |(9) 55-0345840 |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 311-06 7405.000 CY | 42.00000 311010.00| 42.00000 311010.00| 45.00000 333225.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0105 501-05(9I) 14382.000 SY | 49.00000 704718.00| 48.80000 701841.60| 45.00000 647190.00 NON-REINFORCED PORTLAND CEMENT CONCRETE | | | PAVEMENT | | | 0110 502-01(12I) 422.000 SY | 130.00000 54860.00| 86.00000 36292.00| 90.00000 37980.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0115 601-02 92.340 CY | 1200.00000 110808.00| 1200.00000 110808.00| 1000.00000 92340.00 CLASS B CONCRETE | | | 0120 604-06(18)A2 637.000 LF | 80.00000 50960.00| 89.00000 56693.00| 65.00000 41405.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0125 604-06(24)A2 645.000 LF | 100.00000 64500.00| 112.00000 72240.00| 80.00000 51600.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0127 604-06(30)A2 115.000 LF | 120.00000 13800.00| 132.00000 15180.00| 100.00000 11500.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0130 604-06(36)A2 540.000 LF | 170.00000 91800.00| 167.00000 90180.00| 125.00000 67500.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0135 604-06(42)A2 210.000 LF | 200.00000 42000.00| 200.00000 42000.00| 145.00000 30450.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0145 604-06(72)C3 960.000 LF | 440.00000 422400.00| 577.00000 553920.00| 480.00000 460800.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0150 604-37(24)III 945.000 LF | 60.00000 56700.00| 58.00000 54810.00| 32.00000 30240.00 REINFORCED CONCRETE PIPE | | | 0155 604-37(30)III 170.000 LF | 75.00000 12750.00| 70.00000 11900.00| 42.00000 7140.00 REINFORCED CONCRETE PIPE | | | 0160 604-37(36)III 674.000 LF | 90.00000 60660.00| 105.00000 70770.00| 55.00000 37070.00 REINFORCED CONCRETE PIPE | | | 0165 604-37(42)III 400.000 LF | 100.00000 40000.00| 150.00000 60000.00| 65.00000 26000.00 REINFORCED CONCRETE PIPE | | | 0170 604-70(8X4) 120.000 LF | 480.00000 57600.00| 450.00000 54000.00| 430.00000 51600.00 PRECAST CONCRETE BOX CULVERT 8' X 4' | | | 0175 605-01 1.000 EA | 2000.00000 2000.00| 3300.00000 3300.00| 3100.00000 3100.00 TYPE A MANHOLE | | | 0180 605-04 33.000 EA | 1200.00000 39600.00| 2200.00000 72600.00| 1900.00000 62700.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -22 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0575884 |(8) 55-0535003 |(9) 55-0345840 |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 605-09 15.000 EA | 2000.00000 30000.00| 1900.00000 28500.00| 2100.00000 31500.00 TYPE G INLET | | | 0190 606-22 60.000 CY | 50.00000 3000.00| 55.00000 3300.00| 30.00000 1800.00 CRUSHED STONE, GRAVEL,OR SILICA SAND | | | FOR UNDERDRAINS | | | 0195 606-25(6) 60.000 LF | 16.00000 960.00| 11.00000 660.00| 6.50000 390.00 UNDERDRAIN PIPE | | | 0200 606-29 17472.000 LF | 6.00000 104832.00| 5.50000 96096.00| 5.50000 96096.00 FREE DRAINING BASE (FDB) TRENCH | | | 0205 606-30 288.000 LF | 20.00000 5760.00| 21.00000 6048.00| 20.00000 5760.00 OUTLET PIPE | | | 0210 607-01(I) 1613.000 LF | 9.00000 14517.00| 10.00000 16130.00| 9.00000 14517.00 TYPE 1 GUARDRAIL | | | 0215 607-01(III) 938.000 LF | 8.00000 7504.00| 7.00000 6566.00| 7.00000 6566.00 TYPE 1 GUARDRAIL | | | 0220 607-06 4.000 EA | 650.00000 2600.00| 800.00000 3200.00| 620.00000 2480.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0225 607-10-1 925.000 LF | 2.00000 1850.00| 1.30000 1202.50| 1.00000 925.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0230 607-30 3.000 EA | 400.00000 1200.00| 450.00000 1350.00| 370.00000 1110.00 SPECIAL TRAILING END TERMINAL | | | 0235 607-65 5.000 EA | 1400.00000 7000.00| 1250.00000 6250.00| 1400.00000 7000.00 FLARED END TERMINAL | | | 0240 607-66 3.000 EA | 1500.00000 4500.00| 1600.00000 4800.00| 1500.00000 4500.00 TANGENT END TERMINAL | | | 0245 609-01 6816.000 SY | 19.00000 129504.00| 19.00000 129504.00| 34.00000 231744.00 CONCRETE SIDEWALK | | | 0250 610-03(II) 14195.000 LF | 18.00000 255510.00| 17.90000 254090.50| 17.00000 241315.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0255 633-01 961.000 SY | 74.00000 71114.00| 74.00000 71114.00| 53.00000 50933.00 CONCRETE GUTTER | | | 0260 633-03 8493.000 CY | 10.00000 84930.00| 10.00000 84930.00| 11.00000 93423.00 DUMPED ROCK GUTTER | | | 0265 636-07 1300.000 LF | 0.80000 1040.00| 0.75000 975.00| 1.50000 1950.00 ERADICATION OF PAVEMENT MARKINGS | | | 0270 636-09 6200.000 LF | 1.10000 6820.00| 1.10000 6820.00| 1.10000 6820.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0275 636-11 44255.000 UN | 1.00000 44255.00| 1.00000 44255.00| 1.10000 48680.50 TRAFFIC CONTROL DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -23 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0575884 |(8) 55-0535003 |(9) 55-0345840 |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 636-12 5.000 EA | 200.00000 1000.00| 300.00000 1500.00| 300.00000 1500.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0285 636-13 400.000 EA | 2.50000 1000.00| 3.00000 1200.00| 1.00000 400.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0287 636-14 1400.000 HR | 38.00000 53200.00| 40.00000 56000.00| 40.00000 56000.00 FLAGGER | | | 0290 636-21 250.000 DA | 16.00000 4000.00| 17.00000 4250.00| 16.00000 4000.00 ELECTRIC ARROW | | | 0292 636-25(A) 2400.000 DA | 0.55000 1320.00| 0.55000 1320.00| 0.55000 1320.00 WARNING LIGHTS | | | 0295 636-25(B) 6900.000 DA | 1.60000 11040.00| 1.60000 11040.00| 1.60000 11040.00 WARNING LIGHTS | | | 0297 636-41 480.000 EA | 30.00000 14400.00| 32.00000 15360.00| 41.00000 19680.00 TUBULAR MARKER, INITIAL INSTALLATION | | | 0298 636-42 480.000 EA | 30.00000 14400.00| 32.00000 15360.00| 20.50000 9840.00 TUBULAR MARKER REPLACEMENT | | | 0300 637-01 6700.000 MG | 5.00000 33500.00| 0.01000 67.00| 0.01000 67.00 WATER FOR DUST PALLIATIVE | | | 0305 638-02 67.000 EA | 50.00000 3350.00| 115.00000 7705.00| 47.00000 3149.00 RIGHT OF WAY MARKERS | | | 0310 638-03 8.000 EA | 200.00000 1600.00| 200.00000 1600.00| 202.00000 1616.00 SURVEY MARKERS | | | 0315 639-01 LUMP| 100000.00000 100000.00| 180000.00000 180000.00| 152000.00000 152000.00 CONSTRUCTION LAYOUT STAKES | | | 0320 640-01 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 34000.00000 34000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0325 640-03 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 12500.00000 12500.00 BUILDING EQUIPMENT | | | 0330 642-01 3795.000 LF | 0.10000 379.50| 0.20000 759.00| 0.01000 37.95 TEMPORARY BERMS | | | 0335 642-02 135.000 LF | 5.00000 675.00| 11.00000 1485.00| 20.00000 2700.00 SLOPE DRAINS | | | 0340 642-03-1 582.000 EA | 50.00000 29100.00| 50.00000 29100.00| 100.00000 58200.00 DITCH CHECKS | | | 0345 642-03-3 100.000 CY | 10.00000 1000.00| 12.00000 1200.00| 12.00000 1200.00 SEDIMENT TRAP | | | 0350 642-03-6 2850.000 CY | 0.10000 285.00| 3.50000 9975.00| 5.00000 14250.00 SEDIMENT REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -24 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0575884 |(8) 55-0535003 |(9) 55-0345840 |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642-04-1 7600.000 LB | 0.25000 1900.00| 0.01000 76.00| 0.01000 76.00 TEMPORARY SEED | | | 0360 642-04-2 2668.000 LB | 0.25000 667.00| 0.20000 533.60| 0.15000 400.20 SEED MIXTURE B | | | 0370 642-04-04 4376.000 LB | 1.00000 4376.00| 0.85000 3719.60| 0.80000 3500.80 SEED MIXTURE L | | | 0375 642-05-1 80.260 TN | 300.00000 24078.00| 335.00000 26887.10| 320.00000 25683.20 STRAW OR HAY MULCH | | | 0380 642-05-2 17.420 TN | 700.00000 12194.00| 690.00000 12019.80| 700.00000 12194.00 WOOD CELLULOSE FIBER MULCH | | | 0385 642-06 21.610 TN | 300.00000 6483.00| 790.00000 17071.90| 800.00000 17288.00 FERTILIZER | | | 0390 642-08 400.000 LF | 20.00000 8000.00| 20.00000 8000.00| 18.00000 7200.00 TEMPORARY PIPE | | | 0395 642-09 21500.000 LF | 0.10000 2150.00| 0.20000 4300.00| 0.50000 10750.00 CONTOUR DITCH | | | 0400 642-10 81.060 TN | 200.00000 16212.00| 1.00000 81.06| 1.10000 89.17 AGRICULTURAL LIMESTONE | | | 0405 642-12 5920.000 LF | 2.00000 11840.00| 3.50000 20720.00| 5.00000 29600.00 SILT FENCE | | | 0410 652-01 23.000 TN | 200.00000 4600.00| 1.00000 23.00| 1.10000 25.30 AGRICULTURAL LIMESTONE | | | 0415 652-02-1 23.000 TN | 300.00000 6900.00| 315.00000 7245.00| 320.00000 7360.00 FERTILIZER, 10-20-10 | | | 0420 652-02-2 7.000 TN | 400.00000 2800.00| 530.00000 3710.00| 520.00000 3640.00 UREA FORMALDEHYDE FERTILIZER | | | 0425 652-03-1 1181.000 LB | 5.00000 5905.00| 6.60000 7794.60| 6.40000 7558.40 SEED MIXTURES B, C-1 OR C-2 | | | 0430 652-03-05 1825.000 LB | 8.00000 14600.00| 8.40000 15330.00| 8.20000 14965.00 SEED MIXTURE L | | | 0435 652-04-1 90.000 TN | 300.00000 27000.00| 105.00000 9450.00| 110.00000 9900.00 STRAW OR HAY MULCH | | | 0440 652-04-2 34.000 TN | 700.00000 23800.00| 125.00000 4250.00| 130.00000 4420.00 WOOD CELLULOSE FIBER MULCH | | | 0445 655-02(B) 7534.000 SY | 4.00000 30136.00| 4.25000 32019.50| 4.00000 30136.00 PERMANENT EROSION MATTING-TYPE B | | | 0450 401-1(1)SG AA1 26292.000 TN | 28.00000 736176.00| 30.45000 800591.40| 34.00000 893928.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0455 401-1(1)S AA2 23928.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -25 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0575884 |(8) 55-0535003 |(9) 55-0345840 |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 401-7SG BB1 1458.000 TN | 31.00000 45198.00| 35.00000 51030.00| 36.00000 52488.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0465 401-7S BB2 1326.000 TN | | | SCRATCH COURSE, SLAG | | | 0470 402-01(1)SG CC1 3253.000 TN | 37.00000 120361.00| 43.50000 141505.50| 45.00000 146385.00 HMA SKID PVT, (W-1) ST OR GR | | | 0475 402-01(1)S CC2 2962.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0480 604-02(18)A2 DD1 1732.000 LF | 32.00000 55424.00| 40.00000 69280.00| 20.00000 34640.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0485 604-37(18)III DD2 1732.000 LF | | | REINFORCED CONCRETE PIPE | | | 0490 604-02(24)A2 EE1 1606.000 LF | 40.00000 64240.00| 54.00000 86724.00| 24.00000 38544.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0495 604-37(24)III EE2 1606.000 LF | | | REINFORCED CONCRETE PIPE | | | 0500 636-02SG FF1 870.000 TN | 20.00000 17400.00| 20.00000 17400.00| 12.00000 10440.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0505 636-02S FF2 792.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 11,882,585.70| $ 11,877,468.75| $ 11,829,373.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0510 640-04 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 9000.00000 9000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 5,000.00| $ 9,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 TRAFFIC SIGNS | | | 0515 657-06(S4X7.7 653.000 LF | 18.00000 11754.00| 17.50000 11427.50| 18.00000 11754.00 A-441SUPPORTS, GALVANIZED | | | 0520 657-06(W6X12) 46.000 LF | 20.00000 920.00| 20.00000 920.00| 20.00000 920.00 A-441SUPPORTS, GALVANIZED | | | 0525 657-06(W 8X18 116.000 LF | 26.00000 3016.00| 26.00000 3016.00| 25.00000 2900.00 A-441SUPPORTS, GALVANIZED | | | 0530 657-06(W10X22 104.000 LF | 28.00000 2912.00| 28.00000 2912.00| 28.00000 2912.00 A-441SUPPORTS, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -26 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0575884 |(8) 55-0535003 |(9) 55-0345840 |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0535 657-08 1465.000 LF | 4.15000 6079.75| 4.20000 6153.00| 3.50000 5127.50 (2.00LB) CHANNEL POSTS | | | 0540 657-10 1759.000 LF | 5.50000 9674.50| 5.60000 9850.40| 4.50000 7915.50 (3.00LB) CHANNEL POSTS | | | 0550 657-14 62.000 LF | 8.00000 496.00| 8.00000 496.00| 11.00000 682.00 (6.00LB BACK TO BACK) CHANNEL POSTS | | | 0555 657-17 24.000 CY | 900.00000 21600.00| 890.00000 21360.00| 620.00000 14880.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0560 657-18 8.000 EA | 73.50000 588.00| 75.00000 600.00| 25.00000 200.00 POST REMOVAL | | | 0565 658-01 18.500 CY | 900.00000 16650.00| 930.00000 17205.00| 620.00000 11470.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0570 658-02 1.000 EA | 33000.00000 33000.00| 33000.00000 33000.00| 28500.00000 28500.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 0575 658-03 1.000 EA | 9660.00000 9660.00| 9750.00000 9750.00| 11500.00000 11500.00 OVERHEAD SIGN GALVANIZED STEEL 02 | | | 0576 658-03 1.000 EA | 10185.00000 10185.00| 10000.00000 10000.00| 11500.00000 11500.00 OVERHEAD SIGN GALVANIZED STEEL 03 | | | 0577 659-01(1)250W LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 19000.00000 19000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0578 659-01(2)250W LUMP| 16000.00000 16000.00| 16000.00000 16000.00| 16000.00000 16000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0579 659-01(3)250W LUMP| 16000.00000 16000.00| 16000.00000 16000.00| 15500.00000 15500.00 SIGN LIGHTING TYPE 3 (250W) | | | 0580 661-01(1) 1588.000 SF | 15.00000 23820.00| 14.80000 23502.40| 19.00000 30172.00 (0.080),FLAT SHEET SIGNS | | | 0585 661-02 2159.000 SF | 19.00000 41021.00| 19.00000 41021.00| 22.00000 47498.00 EXTRUDED PANEL SIGNS | | | 0590 661-04(1) 166.000 EA | 3.40000 564.40| 3.45000 572.70| 3.00000 498.00 DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0592 661-05(1) 36.000 EA | 3.40000 122.40| 3.45000 124.20| 3.00000 108.00 DELINEATORS, REFLEX REFLECTOR ,AMBER | | | SINGLE | | | 0595 661-06 1.000 UN | 40.00000 40.00| 40.00000 40.00| 40.00000 40.00 DELINEATORS, AMBER NINE PER UNIT | | | 0600 661-07 11.000 UN | 23.00000 253.00| 23.00000 253.00| 17.50000 192.50 DELINEATORS, AMBER THREE PER UNIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -27 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0575884 |(8) 55-0535003 |(9) 55-0345840 |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0602 661-08 2.000 EA | 73.50000 147.00| 75.00000 150.00| 75.00000 150.00 DELINEATOR BRACKET, TYPE A | | | 0605 661-11 2.000 EA | 52.50000 105.00| 53.00000 106.00| 275.00000 550.00 INSTALLATION OF REUSABLE SIGNS | | | SECTION TOTALS | $ 244,608.05| $ 244,459.20| $ 239,969.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0610 663-01-1(II)W 21921.000 LF | 0.16000 3507.36| 0.15000 3288.15| 0.16000 3507.36 EDGE LINE, WHITE | | | 0615 663-01-1(II)Y 17500.000 LF | 0.16000 2800.00| 0.15000 2625.00| 0.16000 2800.00 EDGE LINE, YELLOW | | | 0620 663-02-1(II)W 3777.000 LF | 0.30000 1133.10| 0.15000 566.55| 0.27000 1019.79 LANE LINE OR CENTERLINE, WHITE | | | 0625 663-03-1(II) 1888.000 LF | 0.30000 566.40| 0.15000 283.20| 0.27000 509.76 BARRIER LINES | | | 0630 663-04(II) 2728.000 LF | 0.30000 818.40| 0.30000 818.40| 0.27000 736.56 TYPE II CHANNELIZING LINES | | | 0635 663-05(V)W 143.000 LF | 12.00000 1716.00| 13.00000 1859.00| 12.00000 1716.00 TYPE V STOP LINES, WHITE | | | 0640 663-07(II)W 215.000 LF | 6.50000 1397.50| 2.00000 430.00| 6.50000 1397.50 TYPE II, STRIPES WHITE (12 IN) | | | 0645 663-10(V) 33.000 EA | 195.00000 6435.00| 200.00000 6600.00| 200.00000 6600.00 TYPE V, LANE ARROWS | | | 0650 663-11(V) 16.000 EA | 70.00000 1120.00| 55.00000 880.00| 70.00000 1120.00 TYPE V, LANE LETTERS | | | SECTION TOTALS | $ 19,493.76| $ 17,350.30| $ 19,406.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NO. 10011 | | | 0655 212-01 2860.000 CY | 10.50000 30030.00| 11.00000 31460.00| 20.00000 57200.00 STRUCTURE EXCAVATION | | | 0660 212-05 350.000 CY | 63.00000 22050.00| 65.00000 22750.00| 85.00000 29750.00 SELECT MATERIAL FOR BACKFILLING | | | 0665 601-02 134.000 CY | 425.00000 56950.00| 424.00000 56816.00| 425.00000 56950.00 CLASS B CONCRETE | | | 0670 601-03 434.000 CY | 550.00000 238700.00| 555.00000 240870.00| 525.00000 227850.00 CLASS K CONCRETE | | | 0675 602-02 74485.000 LB | 0.70000 52139.50| 0.70000 52139.50| 0.70000 52139.50 EPOXY COATED REINFORCING STEELBARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -28 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0575884 |(8) 55-0535003 |(9) 55-0345840 |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 603-18(78) 1230.000 LF | 210.00000 258300.00| 212.00000 260760.00| 315.00000 387450.00 PRESTRESSED CONCRETE I BEAMS, 78IN | | | 0690 616-05HP12X53 1176.000 LF | 67.00000 78792.00| 68.00000 79968.00| 78.00000 91728.00 STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0695 639-01 LUMP| 20250.00000 20250.00| 21000.00000 21000.00| 11300.00000 11300.00 CONSTRUCTION LAYOUT STAKES | | | 0700 679-06 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 17000.00000 17000.00 TEST SLAB | | | 0705 626-01 GG1 5801.000 SF | 46.00000 266846.00| 46.60000 270326.60| RETAINING WALL, REINFORCED EARTH | | | 0710 626-02 GG2 5801.000 SF | | | 44.00000 255244.00 RETAINING WALL, VSL RETAINED EARTH | | | 0715 679-02 HH1 53.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0720 679-04M HH2 53.000 CY | 1050.00000 55650.00| 1060.00000 56180.00| 600.00000 31800.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,082,207.50| $ 1,094,770.10| $ 1,218,411.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATER AND SEWER RELOCATION | | | 0750 670-07(4)200 310.000 LF | 30.00000 9300.00| 35.00000 10850.00| 16.50000 5115.00 PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 9,300.00| $ 10,850.00| $ 5,115.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,242,195.01| $ 13,249,898.35| $ 13,321,276.09 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -29 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 52-1059261 |(11) 25-1021993 |(12) 34-1173229 |MARTA TRACK CONSTRUCTORS, IN|TRUMBULL CORPORATION |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 196451.67000 196451.67| 400000.00000 400000.00| 300000.00000 300000.00 CLEARING AND GRUBBING | | | 0010 202-01 LUMP| 8700.00000 8700.00| 4000.00000 4000.00| 4600.00000 4600.00 BUILDING DEMOLITION , 202-01(1) | | | 0015 202-01 LUMP| 7500.00000 7500.00| 2000.00000 2000.00| 4600.00000 4600.00 BUILDING DEMOLITION , 202-01(2) | | | 0020 202-01 LUMP| 5800.00000 5800.00| 2000.00000 2000.00| 4600.00000 4600.00 BUILDING DEMOLITION , 202-01(3) | | | 0025 202-01 LUMP| 5800.00000 5800.00| 1300.00000 1300.00| 2300.00000 2300.00 BUILDING DEMOLITION , 202-01(4) | | | 0030 202-01 LUMP| 1750.00000 1750.00| 1100.00000 1100.00| 2300.00000 2300.00 BUILDING DEMOLITION , 202-01(5) | | | 0035 202-01 LUMP| 8700.00000 8700.00| 1600.00000 1600.00| 2300.00000 2300.00 BUILDING DEMOLITION , 202-01(6) | | | 0040 202-02 LUMP| 1175.00000 1175.00| 550.00000 550.00| 980.00000 980.00 WATER WELL ABANDONMENT , 202-02(1) | | | 0045 202-02 LUMP| 1175.00000 1175.00| 550.00000 550.00| 980.00000 980.00 WATER WELL ABANDONMENT , 202-02(3) | | | 0050 202-03 LUMP| 2300.00000 2300.00| 700.00000 700.00| 590.00000 590.00 SEPTIC TANK ABANDONMENT , 202-03(1) | | | 0055 202-03 LUMP| 2300.00000 2300.00| 550.00000 550.00| 590.00000 590.00 SEPTIC TANK ABANDONMENT , 202-03(2) | | | 0060 202-03 LUMP| 2300.00000 2300.00| 550.00000 550.00| 590.00000 590.00 SEPTIC TANK ABANDONMENT , 202-03(3) | | | 0065 203-01 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 4635.00000 4635.00 DISMANTLING STRUCTURES , 203-01(1) | | | 0070 203-01 LUMP| 5700.00000 5700.00| 25000.00000 25000.00| 4635.00000 4635.00 DISMANTLING STRUCTURES , 203-01(2) | | | 0075 204-01 LUMP| 349000.00000 349000.00| 380000.00000 380000.00| 175000.00000 175000.00 MOBILIZATION | | | 0080 207-01 2102033.000 CY | 2.51000 5276102.83| 3.00000 6306099.00| 3.43000 7209973.19 UNCLASSIFIED EXCAVATION | | | 0085 207-02 11220.000 CY | 31.00000 347820.00| 22.00000 246840.00| 26.00000 291720.00 SUBGRADE | | | 0090 207-34 52909.000 SY | 2.40000 126981.60| 1.05000 55554.45| 1.00000 52909.00 FABRIC FOR SEPARATION | | | 0095 307-01 2256.000 CY | 58.00000 130848.00| 30.00000 67680.00| 26.00000 58656.00 CLASS 1 AGGREGATE BASE COURSE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -30 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 52-1059261 |(11) 25-1021993 |(12) 34-1173229 |MARTA TRACK CONSTRUCTORS, IN|TRUMBULL CORPORATION |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 311-06 7405.000 CY | 58.00000 429490.00| 55.00000 407275.00| 43.00000 318415.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0105 501-05(9I) 14382.000 SY | 53.00000 762246.00| 55.00000 791010.00| 48.00000 690336.00 NON-REINFORCED PORTLAND CEMENT CONCRETE | | | PAVEMENT | | | 0110 502-01(12I) 422.000 SY | 270.00000 113940.00| 180.00000 75960.00| 85.00000 35870.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0115 601-02 92.340 CY | 840.00000 77565.60| 900.00000 83106.00| 1110.00000 102497.40 CLASS B CONCRETE | | | 0120 604-06(18)A2 637.000 LF | 80.00000 50960.00| 85.00000 54145.00| 72.00000 45864.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0125 604-06(24)A2 645.000 LF | 97.00000 62565.00| 110.00000 70950.00| 87.00000 56115.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0127 604-06(30)A2 115.000 LF | 120.00000 13800.00| 120.00000 13800.00| 108.00000 12420.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0130 604-06(36)A2 540.000 LF | 148.00000 79920.00| 150.00000 81000.00| 136.00000 73440.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0135 604-06(42)A2 210.000 LF | 178.00000 37380.00| 170.00000 35700.00| 162.00000 34020.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0145 604-06(72)C3 960.000 LF | 405.00000 388800.00| 430.00000 412800.00| 540.00000 518400.00 FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0150 604-37(24)III 945.000 LF | 58.00000 54810.00| 45.00000 42525.00| 67.00000 63315.00 REINFORCED CONCRETE PIPE | | | 0155 604-37(30)III 170.000 LF | 70.00000 11900.00| 75.00000 12750.00| 75.00000 12750.00 REINFORCED CONCRETE PIPE | | | 0160 604-37(36)III 674.000 LF | 85.00000 57290.00| 85.00000 57290.00| 93.00000 62682.00 REINFORCED CONCRETE PIPE | | | 0165 604-37(42)III 400.000 LF | 100.00000 40000.00| 120.00000 48000.00| 117.00000 46800.00 REINFORCED CONCRETE PIPE | | | 0170 604-70(8X4) 120.000 LF | 430.00000 51600.00| 600.00000 72000.00| 415.00000 49800.00 PRECAST CONCRETE BOX CULVERT 8' X 4' | | | 0175 605-01 1.000 EA | 3250.00000 3250.00| 2000.00000 2000.00| 2175.00000 2175.00 TYPE A MANHOLE | | | 0180 605-04 33.000 EA | 3000.00000 99000.00| 1100.00000 36300.00| 1225.00000 40425.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -31 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 52-1059261 |(11) 25-1021993 |(12) 34-1173229 |MARTA TRACK CONSTRUCTORS, IN|TRUMBULL CORPORATION |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 605-09 15.000 EA | 2080.00000 31200.00| 1700.00000 25500.00| 1440.00000 21600.00 TYPE G INLET | | | 0190 606-22 60.000 CY | 32.00000 1920.00| 28.00000 1680.00| 29.00000 1740.00 CRUSHED STONE, GRAVEL,OR SILICA SAND | | | FOR UNDERDRAINS | | | 0195 606-25(6) 60.000 LF | 7.00000 420.00| 6.00000 360.00| 6.00000 360.00 UNDERDRAIN PIPE | | | 0200 606-29 17472.000 LF | 6.00000 104832.00| 5.25000 91728.00| 5.50000 96096.00 FREE DRAINING BASE (FDB) TRENCH | | | 0205 606-30 288.000 LF | 9.00000 2592.00| 20.00000 5760.00| 21.00000 6048.00 OUTLET PIPE | | | 0210 607-01(I) 1613.000 LF | 11.00000 17743.00| 8.50000 13710.50| 9.50000 15323.50 TYPE 1 GUARDRAIL | | | 0215 607-01(III) 938.000 LF | 8.00000 7504.00| 6.80000 6378.40| 7.00000 6566.00 TYPE 1 GUARDRAIL | | | 0220 607-06 4.000 EA | 870.00000 3480.00| 600.00000 2400.00| 775.00000 3100.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0225 607-10-1 925.000 LF | 2.40000 2220.00| 1.00000 925.00| 1.50000 1387.50 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0230 607-30 3.000 EA | 320.00000 960.00| 360.00000 1080.00| 439.00000 1317.00 SPECIAL TRAILING END TERMINAL | | | 0235 607-65 5.000 EA | 1735.00000 8675.00| 1400.00000 7000.00| 1240.00000 6200.00 FLARED END TERMINAL | | | 0240 607-66 3.000 EA | 1850.00000 5550.00| 1450.00000 4350.00| 1550.00000 4650.00 TANGENT END TERMINAL | | | 0245 609-01 6816.000 SY | 31.50000 214704.00| 22.00000 149952.00| 21.00000 143136.00 CONCRETE SIDEWALK | | | 0250 610-03(II) 14195.000 LF | 23.80000 337841.00| 17.00000 241315.00| 18.50000 262607.50 COMBINATION CONCRETE CURB AND GUTTER | | | 0255 633-01 961.000 SY | 78.00000 74958.00| 65.00000 62465.00| 73.00000 70153.00 CONCRETE GUTTER | | | 0260 633-03 8493.000 CY | 23.00000 195339.00| 10.00000 84930.00| 32.00000 271776.00 DUMPED ROCK GUTTER | | | 0265 636-07 1300.000 LF | 1.75000 2275.00| 0.70000 910.00| 0.75000 975.00 ERADICATION OF PAVEMENT MARKINGS | | | 0270 636-09 6200.000 LF | 1.20000 7440.00| 1.05000 6510.00| 1.10000 6820.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0275 636-11 44255.000 UN | 1.20000 53106.00| 0.95000 42042.25| 1.00000 44255.00 TRAFFIC CONTROL DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -32 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 52-1059261 |(11) 25-1021993 |(12) 34-1173229 |MARTA TRACK CONSTRUCTORS, IN|TRUMBULL CORPORATION |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 636-12 5.000 EA | 350.00000 1750.00| 300.00000 1500.00| 310.00000 1550.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0285 636-13 400.000 EA | 1.20000 480.00| 3.00000 1200.00| 3.00000 1200.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0287 636-14 1400.000 HR | 65.00000 91000.00| 40.00000 56000.00| 37.00000 51800.00 FLAGGER | | | 0290 636-21 250.000 DA | 17.00000 4250.00| 18.00000 4500.00| 16.00000 4000.00 ELECTRIC ARROW | | | 0292 636-25(A) 2400.000 DA | 0.60000 1440.00| 0.55000 1320.00| 0.50000 1200.00 WARNING LIGHTS | | | 0295 636-25(B) 6900.000 DA | 1.75000 12075.00| 1.50000 10350.00| 1.50000 10350.00 WARNING LIGHTS | | | 0297 636-41 480.000 EA | 46.00000 22080.00| 30.00000 14400.00| 30.00000 14400.00 TUBULAR MARKER, INITIAL INSTALLATION | | | 0298 636-42 480.000 EA | 46.00000 22080.00| 30.00000 14400.00| 30.00000 14400.00 TUBULAR MARKER REPLACEMENT | | | 0300 637-01 6700.000 MG | 18.00000 120600.00| 0.01000 67.00| 14.00000 93800.00 WATER FOR DUST PALLIATIVE | | | 0305 638-02 67.000 EA | 155.00000 10385.00| 70.00000 4690.00| 130.00000 8710.00 RIGHT OF WAY MARKERS | | | 0310 638-03 8.000 EA | 240.00000 1920.00| 200.00000 1600.00| 235.00000 1880.00 SURVEY MARKERS | | | 0315 639-01 LUMP| 69500.00000 69500.00| 30000.00000 30000.00| 242000.00000 242000.00 CONSTRUCTION LAYOUT STAKES | | | 0320 640-01 LUMP| 33500.00000 33500.00| 20000.00000 20000.00| 60000.00000 60000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0325 640-03 LUMP| 3470.00000 3470.00| 3000.00000 3000.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0330 642-01 3795.000 LF | 2.60000 9867.00| 0.50000 1897.50| 0.50000 1897.50 TEMPORARY BERMS | | | 0335 642-02 135.000 LF | 50.00000 6750.00| 21.00000 2835.00| 28.00000 3780.00 SLOPE DRAINS | | | 0340 642-03-1 582.000 EA | 124.00000 72168.00| 25.00000 14550.00| 95.00000 55290.00 DITCH CHECKS | | | 0345 642-03-3 100.000 CY | 10.50000 1050.00| 4.00000 400.00| 10.00000 1000.00 SEDIMENT TRAP | | | 0350 642-03-6 2850.000 CY | 3.00000 8550.00| 0.01000 28.50| 7.00000 19950.00 SEDIMENT REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -33 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 52-1059261 |(11) 25-1021993 |(12) 34-1173229 |MARTA TRACK CONSTRUCTORS, IN|TRUMBULL CORPORATION |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642-04-1 7600.000 LB | 0.10000 760.00| 0.01000 76.00| 0.11000 836.00 TEMPORARY SEED | | | 0360 642-04-2 2668.000 LB | 0.20000 533.60| 0.15000 400.20| 0.17000 453.56 SEED MIXTURE B | | | 0370 642-04-04 4376.000 LB | 1.00000 4376.00| 0.90000 3938.40| 0.85000 3719.60 SEED MIXTURE L | | | 0375 642-05-1 80.260 TN | 365.00000 29294.90| 320.00000 25683.20| 326.00000 26164.76 STRAW OR HAY MULCH | | | 0380 642-05-2 17.420 TN | 750.00000 13065.00| 650.00000 11323.00| 672.00000 11706.24 WOOD CELLULOSE FIBER MULCH | | | 0385 642-06 21.610 TN | 860.00000 18584.60| 750.00000 16207.50| 775.00000 16747.75 FERTILIZER | | | 0390 642-08 400.000 LF | 29.00000 11600.00| 9.00000 3600.00| 26.00000 10400.00 TEMPORARY PIPE | | | 0395 642-09 21500.000 LF | 1.70000 36550.00| 0.50000 10750.00| 1.00000 21500.00 CONTOUR DITCH | | | 0400 642-10 81.060 TN | 1.60000 129.70| 1.00000 81.06| 1.00000 81.06 AGRICULTURAL LIMESTONE | | | 0405 642-12 5920.000 LF | 2.00000 11840.00| 3.00000 17760.00| 2.75000 16280.00 SILT FENCE | | | 0410 652-01 23.000 TN | 1.20000 27.60| 1.00000 23.00| 1.00000 23.00 AGRICULTURAL LIMESTONE | | | 0415 652-02-1 23.000 TN | 350.00000 8050.00| 300.00000 6900.00| 310.00000 7130.00 FERTILIZER, 10-20-10 | | | 0420 652-02-2 7.000 TN | 580.00000 4060.00| 500.00000 3500.00| 517.00000 3619.00 UREA FORMALDEHYDE FERTILIZER | | | 0425 652-03-1 1181.000 LB | 7.20000 8503.20| 6.30000 7440.30| 6.50000 7676.50 SEED MIXTURES B, C-1 OR C-2 | | | 0430 652-03-05 1825.000 LB | 9.20000 16790.00| 8.00000 14600.00| 8.25000 15056.25 SEED MIXTURE L | | | 0435 652-04-1 90.000 TN | 116.00000 10440.00| 100.00000 9000.00| 103.00000 9270.00 STRAW OR HAY MULCH | | | 0440 652-04-2 34.000 TN | 140.00000 4760.00| 120.00000 4080.00| 124.00000 4216.00 WOOD CELLULOSE FIBER MULCH | | | 0445 655-02(B) 7534.000 SY | 5.00000 37670.00| 4.00000 30136.00| 4.00000 30136.00 PERMANENT EROSION MATTING-TYPE B | | | 0450 401-1(1)SG AA1 26292.000 TN | 31.20000 820310.40| 30.00000 788760.00| 30.50000 801906.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0455 401-1(1)S AA2 23928.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -34 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 52-1059261 |(11) 25-1021993 |(12) 34-1173229 |MARTA TRACK CONSTRUCTORS, IN|TRUMBULL CORPORATION |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 401-7SG BB1 1458.000 TN | 40.50000 59049.00| 10.00000 14580.00| 36.00000 52488.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0465 401-7S BB2 1326.000 TN | | | SCRATCH COURSE, SLAG | | | 0470 402-01(1)SG CC1 3253.000 TN | 37.00000 120361.00| 45.00000 146385.00| 43.50000 141505.50 HMA SKID PVT, (W-1) ST OR GR | | | 0475 402-01(1)S CC2 2962.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0480 604-02(18)A2 DD1 1732.000 LF | 27.00000 46764.00| 35.00000 60620.00| 32.00000 55424.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0485 604-37(18)III DD2 1732.000 LF | | | REINFORCED CONCRETE PIPE | | | 0490 604-02(24)A2 EE1 1606.000 LF | 34.00000 54604.00| 65.00000 104390.00| 36.00000 57816.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0495 604-37(24)III EE2 1606.000 LF | | | REINFORCED CONCRETE PIPE | | | 0500 636-02SG FF1 870.000 TN | 23.00000 20010.00| 17.00000 14790.00| 20.00000 17400.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0505 636-02S FF2 792.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 11,722,227.70| $ 12,021,942.26| $ 13,153,155.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0510 640-04 LUMP| 4625.00000 4625.00| 5000.00000 5000.00| 3000.00000 3000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,625.00| $ 5,000.00| $ 3,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 TRAFFIC SIGNS | | | 0515 657-06(S4X7.7 653.000 LF | 26.60000 17369.80| 17.00000 11101.00| 17.00000 11101.00 A-441SUPPORTS, GALVANIZED | | | 0520 657-06(W6X12) 46.000 LF | 30.00000 1380.00| 20.00000 920.00| 19.00000 874.00 A-441SUPPORTS, GALVANIZED | | | 0525 657-06(W 8X18 116.000 LF | 37.00000 4292.00| 24.00000 2784.00| 25.00000 2900.00 A-441SUPPORTS, GALVANIZED | | | 0530 657-06(W10X22 104.000 LF | 42.00000 4368.00| 27.00000 2808.00| 27.00000 2808.00 A-441SUPPORTS, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -35 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 52-1059261 |(11) 25-1021993 |(12) 34-1173229 |MARTA TRACK CONSTRUCTORS, IN|TRUMBULL CORPORATION |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0535 657-08 1465.000 LF | 5.80000 8497.00| 3.50000 5127.50| 4.00000 5860.00 (2.00LB) CHANNEL POSTS | | | 0540 657-10 1759.000 LF | 7.00000 12313.00| 4.50000 7915.50| 5.50000 9674.50 (3.00LB) CHANNEL POSTS | | | 0550 657-14 62.000 LF | 9.00000 558.00| 10.00000 620.00| 8.00000 496.00 (6.00LB BACK TO BACK) CHANNEL POSTS | | | 0555 657-17 24.000 CY | 635.00000 15240.00| 615.00000 14760.00| 870.00000 20880.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0560 657-18 8.000 EA | 60.00000 480.00| 25.00000 200.00| 73.00000 584.00 POST REMOVAL | | | 0565 658-01 18.500 CY | 700.00000 12950.00| 615.00000 11377.50| 905.00000 16742.50 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0570 658-02 1.000 EA | 40455.00000 40455.00| 28000.00000 28000.00| 33000.00000 33000.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 0575 658-03 1.000 EA | 17340.00000 17340.00| 11000.00000 11000.00| 9500.00000 9500.00 OVERHEAD SIGN GALVANIZED STEEL 02 | | | 0576 658-03 1.000 EA | 17340.00000 17340.00| 11000.00000 11000.00| 10000.00000 10000.00 OVERHEAD SIGN GALVANIZED STEEL 03 | | | 0577 659-01(1)250W LUMP| 13870.00000 13870.00| 18650.00000 18650.00| 19000.00000 19000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0578 659-01(2)250W LUMP| 13870.00000 13870.00| 15300.00000 15300.00| 16000.00000 16000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0579 659-01(3)250W LUMP| 13870.00000 13870.00| 15300.00000 15300.00| 16000.00000 16000.00 SIGN LIGHTING TYPE 3 (250W) | | | 0580 661-01(1) 1588.000 SF | 17.00000 26996.00| 18.00000 28584.00| 14.50000 23026.00 (0.080),FLAT SHEET SIGNS | | | 0585 661-02 2159.000 SF | 23.00000 49657.00| 21.00000 45339.00| 18.50000 39941.50 EXTRUDED PANEL SIGNS | | | 0590 661-04(1) 166.000 EA | 3.50000 581.00| 3.00000 498.00| 3.50000 581.00 DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0592 661-05(1) 36.000 EA | 4.00000 144.00| 3.00000 108.00| 3.50000 126.00 DELINEATORS, REFLEX REFLECTOR ,AMBER | | | SINGLE | | | 0595 661-06 1.000 UN | 60.00000 60.00| 40.00000 40.00| 40.00000 40.00 DELINEATORS, AMBER NINE PER UNIT | | | 0600 661-07 11.000 UN | 35.00000 385.00| 18.00000 198.00| 23.00000 253.00 DELINEATORS, AMBER THREE PER UNIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -36 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 52-1059261 |(11) 25-1021993 |(12) 34-1173229 |MARTA TRACK CONSTRUCTORS, IN|TRUMBULL CORPORATION |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0602 661-08 2.000 EA | 120.00000 240.00| 75.00000 150.00| 72.00000 144.00 DELINEATOR BRACKET, TYPE A | | | 0605 661-11 2.000 EA | 580.00000 1160.00| 280.00000 560.00| 51.00000 102.00 INSTALLATION OF REUSABLE SIGNS | | | SECTION TOTALS | $ 273,415.80| $ 232,340.50| $ 239,633.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0610 663-01-1(II)W 21921.000 LF | 0.20000 4384.20| 0.15000 3288.15| 0.14000 3068.94 EDGE LINE, WHITE | | | 0615 663-01-1(II)Y 17500.000 LF | 0.20000 3500.00| 0.15000 2625.00| 0.14000 2450.00 EDGE LINE, YELLOW | | | 0620 663-02-1(II)W 3777.000 LF | 0.30000 1133.10| 0.15000 566.55| 0.14000 528.78 LANE LINE OR CENTERLINE, WHITE | | | 0625 663-03-1(II) 1888.000 LF | 0.30000 566.40| 0.15000 283.20| 0.14000 264.32 BARRIER LINES | | | 0630 663-04(II) 2728.000 LF | 0.30000 818.40| 0.25000 682.00| 0.25000 682.00 TYPE II CHANNELIZING LINES | | | 0635 663-05(V)W 143.000 LF | 13.00000 1859.00| 12.50000 1787.50| 12.50000 1787.50 TYPE V STOP LINES, WHITE | | | 0640 663-07(II)W 215.000 LF | 7.00000 1505.00| 1.90000 408.50| 2.00000 430.00 TYPE II, STRIPES WHITE (12 IN) | | | 0645 663-10(V) 33.000 EA | 214.00000 7062.00| 200.00000 6600.00| 200.00000 6600.00 TYPE V, LANE ARROWS | | | 0650 663-11(V) 16.000 EA | 75.00000 1200.00| 55.00000 880.00| 54.00000 864.00 TYPE V, LANE LETTERS | | | SECTION TOTALS | $ 22,028.10| $ 17,120.90| $ 16,675.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NO. 10011 | | | 0655 212-01 2860.000 CY | 40.40000 115544.00| 12.00000 34320.00| 11.00000 31460.00 STRUCTURE EXCAVATION | | | 0660 212-05 350.000 CY | 60.00000 21000.00| 50.00000 17500.00| 73.00000 25550.00 SELECT MATERIAL FOR BACKFILLING | | | 0665 601-02 134.000 CY | 757.00000 101438.00| 400.00000 53600.00| 435.00000 58290.00 CLASS B CONCRETE | | | 0670 601-03 434.000 CY | 682.00000 295988.00| 550.00000 238700.00| 570.00000 247380.00 CLASS K CONCRETE | | | 0675 602-02 74485.000 LB | 0.80000 59588.00| 0.68000 50649.80| 0.72000 53629.20 EPOXY COATED REINFORCING STEELBARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -37 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 52-1059261 |(11) 25-1021993 |(12) 34-1173229 |MARTA TRACK CONSTRUCTORS, IN|TRUMBULL CORPORATION |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 603-18(78) 1230.000 LF | 254.00000 312420.00| 215.00000 264450.00| 218.00000 268140.00 PRESTRESSED CONCRETE I BEAMS, 78IN | | | 0690 616-05HP12X53 1176.000 LF | 38.00000 44688.00| 60.00000 70560.00| 67.00000 78792.00 STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0695 639-01 LUMP| 3470.00000 3470.00| 10000.00000 10000.00| 21735.00000 21735.00 CONSTRUCTION LAYOUT STAKES | | | 0700 679-06 LUMP| 2310.00000 2310.00| 500.00000 500.00| 2588.00000 2588.00 TEST SLAB | | | 0705 626-01 GG1 5801.000 SF | 47.40000 274967.40| | 46.50000 269746.50 RETAINING WALL, REINFORCED EARTH | | | 0710 626-02 GG2 5801.000 SF | | 45.00000 261045.00| RETAINING WALL, VSL RETAINED EARTH | | | 0715 679-02 HH1 53.000 CY | 1225.00000 64925.00| | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0720 679-04M HH2 53.000 CY | | 1450.00000 76850.00| 1112.00000 58936.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,296,338.40| $ 1,078,174.80| $ 1,116,246.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATER AND SEWER RELOCATION | | | 0750 670-07(4)200 310.000 LF | 21.00000 6510.00| 35.00000 10850.00| 24.00000 7440.00 PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 6,510.00| $ 10,850.00| $ 7,440.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,325,145.00| $ 13,365,428.46| $ 14,536,151.55 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -38 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(13) 55-0461872 | | |FAIRFAX TRUCKING COMPANY & S| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 130000.00000 130000.00| | CLEARING AND GRUBBING | | | 0010 202-01 LUMP| 6900.00000 6900.00| | BUILDING DEMOLITION , 202-01(1) | | | 0015 202-01 LUMP| 2650.00000 2650.00| | BUILDING DEMOLITION , 202-01(2) | | | 0020 202-01 LUMP| 5800.00000 5800.00| | BUILDING DEMOLITION , 202-01(3) | | | 0025 202-01 LUMP| 1600.00000 1600.00| | BUILDING DEMOLITION , 202-01(4) | | | 0030 202-01 LUMP| 1060.00000 1060.00| | BUILDING DEMOLITION , 202-01(5) | | | 0035 202-01 LUMP| 2650.00000 2650.00| | BUILDING DEMOLITION , 202-01(6) | | | 0040 202-02 LUMP| 1100.00000 1100.00| | WATER WELL ABANDONMENT , 202-02(1) | | | 0045 202-02 LUMP| 1100.00000 1100.00| | WATER WELL ABANDONMENT , 202-02(3) | | | 0050 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT , 202-03(1) | | | 0055 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT , 202-03(2) | | | 0060 202-03 LUMP| 900.00000 900.00| | SEPTIC TANK ABANDONMENT , 202-03(3) | | | 0065 203-01 LUMP| 5300.00000 5300.00| | DISMANTLING STRUCTURES , 203-01(1) | | | 0070 203-01 LUMP| 5300.00000 5300.00| | DISMANTLING STRUCTURES , 203-01(2) | | | 0075 204-01 LUMP| 233000.00000 233000.00| | MOBILIZATION | | | 0080 207-01 2102033.000 CY | 3.75000 7882623.75| | UNCLASSIFIED EXCAVATION | | | 0085 207-02 11220.000 CY | 26.50000 297330.00| | SUBGRADE | | | 0090 207-34 52909.000 SY | 1.00000 52909.00| | FABRIC FOR SEPARATION | | | 0095 307-01 2256.000 CY | 29.20000 65875.20| | CLASS 1 AGGREGATE BASE COURSE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -39 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(13) 55-0461872 | | |FAIRFAX TRUCKING COMPANY & S| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 311-06 7405.000 CY | 53.00000 392465.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0105 501-05(9I) 14382.000 SY | 57.15000 821931.30| | NON-REINFORCED PORTLAND CEMENT CONCRETE | | | PAVEMENT | | | 0110 502-01(12I) 422.000 SY | 132.00000 55704.00| | PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0115 601-02 92.340 CY | 825.00000 76180.50| | CLASS B CONCRETE | | | 0120 604-06(18)A2 637.000 LF | 86.00000 54782.00| | FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0125 604-06(24)A2 645.000 LF | 100.00000 64500.00| | FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0127 604-06(30)A2 115.000 LF | 127.00000 14605.00| | FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0130 604-06(36)A2 540.000 LF | 166.00000 89640.00| | FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0135 604-06(42)A2 210.000 LF | 184.00000 38640.00| | FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0145 604-06(72)C3 960.000 LF | 610.00000 585600.00| | FIBER BONDED FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE | | | 0150 604-37(24)III 945.000 LF | 59.00000 55755.00| | REINFORCED CONCRETE PIPE | | | 0155 604-37(30)III 170.000 LF | 85.00000 14450.00| | REINFORCED CONCRETE PIPE | | | 0160 604-37(36)III 674.000 LF | 96.00000 64704.00| | REINFORCED CONCRETE PIPE | | | 0165 604-37(42)III 400.000 LF | 113.00000 45200.00| | REINFORCED CONCRETE PIPE | | | 0170 604-70(8X4) 120.000 LF | 370.00000 44400.00| | PRECAST CONCRETE BOX CULVERT 8' X 4' | | | 0175 605-01 1.000 EA | 2350.00000 2350.00| | TYPE A MANHOLE | | | 0180 605-04 33.000 EA | 2000.00000 66000.00| | TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -40 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(13) 55-0461872 | | |FAIRFAX TRUCKING COMPANY & S| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 605-09 15.000 EA | 1765.00000 26475.00| | TYPE G INLET | | | 0190 606-22 60.000 CY | 55.00000 3300.00| | CRUSHED STONE, GRAVEL,OR SILICA SAND | | | FOR UNDERDRAINS | | | 0195 606-25(6) 60.000 LF | 38.00000 2280.00| | UNDERDRAIN PIPE | | | 0200 606-29 17472.000 LF | 6.00000 104832.00| | FREE DRAINING BASE (FDB) TRENCH | | | 0205 606-30 288.000 LF | 15.00000 4320.00| | OUTLET PIPE | | | 0210 607-01(I) 1613.000 LF | 9.00000 14517.00| | TYPE 1 GUARDRAIL | | | 0215 607-01(III) 938.000 LF | 7.15000 6706.70| | TYPE 1 GUARDRAIL | | | 0220 607-06 4.000 EA | 635.00000 2540.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0225 607-10-1 925.000 LF | 1.05000 971.25| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0230 607-30 3.000 EA | 380.00000 1140.00| | SPECIAL TRAILING END TERMINAL | | | 0235 607-65 5.000 EA | 1430.00000 7150.00| | FLARED END TERMINAL | | | 0240 607-66 3.000 EA | 1530.00000 4590.00| | TANGENT END TERMINAL | | | 0245 609-01 6816.000 SY | 31.75000 216408.00| | CONCRETE SIDEWALK | | | 0250 610-03(II) 14195.000 LF | 23.25000 330033.75| | COMBINATION CONCRETE CURB AND GUTTER | | | 0255 633-01 961.000 SY | 68.75000 66068.75| | CONCRETE GUTTER | | | 0260 633-03 8493.000 CY | 4.75000 40341.75| | DUMPED ROCK GUTTER | | | 0265 636-07 1300.000 LF | 0.55000 715.00| | ERADICATION OF PAVEMENT MARKINGS | | | 0270 636-09 6200.000 LF | 1.00000 6200.00| | TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0275 636-11 44255.000 UN | 1.05000 46467.75| | TRAFFIC CONTROL DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -41 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(13) 55-0461872 | | |FAIRFAX TRUCKING COMPANY & S| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 636-12 5.000 EA | 530.00000 2650.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0285 636-13 400.000 EA | 5.30000 2120.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0287 636-14 1400.000 HR | 38.50000 53900.00| | FLAGGER | | | 0290 636-21 250.000 DA | 16.00000 4000.00| | ELECTRIC ARROW | | | 0292 636-25(A) 2400.000 DA | 0.60000 1440.00| | WARNING LIGHTS | | | 0295 636-25(B) 6900.000 DA | 1.60000 11040.00| | WARNING LIGHTS | | | 0297 636-41 480.000 EA | 37.00000 17760.00| | TUBULAR MARKER, INITIAL INSTALLATION | | | 0298 636-42 480.000 EA | 32.00000 15360.00| | TUBULAR MARKER REPLACEMENT | | | 0300 637-01 6700.000 MG | 4.50000 30150.00| | WATER FOR DUST PALLIATIVE | | | 0305 638-02 67.000 EA | 53.00000 3551.00| | RIGHT OF WAY MARKERS | | | 0310 638-03 8.000 EA | 115.00000 920.00| | SURVEY MARKERS | | | 0315 639-01 LUMP| 226000.00000 226000.00| | CONSTRUCTION LAYOUT STAKES | | | 0320 640-01 LUMP| 29500.00000 29500.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0325 640-03 LUMP| 9000.00000 9000.00| | BUILDING EQUIPMENT | | | 0330 642-01 3795.000 LF | 0.35000 1328.25| | TEMPORARY BERMS | | | 0335 642-02 135.000 LF | 7.15000 965.25| | SLOPE DRAINS | | | 0340 642-03-1 582.000 EA | 75.00000 43650.00| | DITCH CHECKS | | | 0345 642-03-3 100.000 CY | 2.50000 250.00| | SEDIMENT TRAP | | | 0350 642-03-6 2850.000 CY | 0.85000 2422.50| | SEDIMENT REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -42 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(13) 55-0461872 | | |FAIRFAX TRUCKING COMPANY & S| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642-04-1 7600.000 LB | 0.02000 152.00| | TEMPORARY SEED | | | 0360 642-04-2 2668.000 LB | 0.20000 533.60| | SEED MIXTURE B | | | 0370 642-04-04 4376.000 LB | 0.90000 3938.40| | SEED MIXTURE L | | | 0375 642-05-1 80.260 TN | 335.00000 26887.10| | STRAW OR HAY MULCH | | | 0380 642-05-2 17.420 TN | 690.00000 12019.80| | WOOD CELLULOSE FIBER MULCH | | | 0385 642-06 21.610 TN | 795.00000 17179.95| | FERTILIZER | | | 0390 642-08 400.000 LF | 20.00000 8000.00| | TEMPORARY PIPE | | | 0395 642-09 21500.000 LF | 0.45000 9675.00| | CONTOUR DITCH | | | 0400 642-10 81.060 TN | 1.00000 81.06| | AGRICULTURAL LIMESTONE | | | 0405 642-12 5920.000 LF | 2.50000 14800.00| | SILT FENCE | | | 0410 652-01 23.000 TN | 1.05000 24.15| | AGRICULTURAL LIMESTONE | | | 0415 652-02-1 23.000 TN | 320.00000 7360.00| | FERTILIZER, 10-20-10 | | | 0420 652-02-2 7.000 TN | 530.00000 3710.00| | UREA FORMALDEHYDE FERTILIZER | | | 0425 652-03-1 1181.000 LB | 6.65000 7853.65| | SEED MIXTURES B, C-1 OR C-2 | | | 0430 652-03-05 1825.000 LB | 8.50000 15512.50| | SEED MIXTURE L | | | 0435 652-04-1 90.000 TN | 105.00000 9450.00| | STRAW OR HAY MULCH | | | 0440 652-04-2 34.000 TN | 130.00000 4420.00| | WOOD CELLULOSE FIBER MULCH | | | 0445 655-02(B) 7534.000 SY | 4.25000 32019.50| | PERMANENT EROSION MATTING-TYPE B | | | 0450 401-1(1)SG AA1 26292.000 TN | 28.50000 749322.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0455 401-1(1)S AA2 23928.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -43 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(13) 55-0461872 | | |FAIRFAX TRUCKING COMPANY & S| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 401-7SG BB1 1458.000 TN | 37.00000 53946.00| | SCRATCH COURSE, STONE OR GRAVEL | | | 0465 401-7S BB2 1326.000 TN | | | SCRATCH COURSE, SLAG | | | 0470 402-01(1)SG CC1 3253.000 TN | 34.00000 110602.00| | HMA SKID PVT, (W-1) ST OR GR | | | 0475 402-01(1)S CC2 2962.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0480 604-02(18)A2 DD1 1732.000 LF | 35.50000 61486.00| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0485 604-37(18)III DD2 1732.000 LF | | | REINFORCED CONCRETE PIPE | | | 0490 604-02(24)A2 EE1 1606.000 LF | 41.50000 66649.00| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0495 604-37(24)III EE2 1606.000 LF | | | REINFORCED CONCRETE PIPE | | | 0500 636-02SG FF1 870.000 TN | 18.00000 15660.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0505 636-02S FF2 792.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 13,757,150.41| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0510 640-04 LUMP| 5000.00000 5000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 TRAFFIC SIGNS | | | 0515 657-06(S4X7.7 653.000 LF | 18.00000 11754.00| | A-441SUPPORTS, GALVANIZED | | | 0520 657-06(W6X12) 46.000 LF | 20.00000 920.00| | A-441SUPPORTS, GALVANIZED | | | 0525 657-06(W 8X18 116.000 LF | 25.50000 2958.00| | A-441SUPPORTS, GALVANIZED | | | 0530 657-06(W10X22 104.000 LF | 28.50000 2964.00| | A-441SUPPORTS, GALVANIZED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -44 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(13) 55-0461872 | | |FAIRFAX TRUCKING COMPANY & S| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0535 657-08 1465.000 LF | 3.50000 5127.50| | (2.00LB) CHANNEL POSTS | | | 0540 657-10 1759.000 LF | 4.50000 7915.50| | (3.00LB) CHANNEL POSTS | | | 0550 657-14 62.000 LF | 10.60000 657.20| | (6.00LB BACK TO BACK) CHANNEL POSTS | | | 0555 657-17 24.000 CY | 645.00000 15480.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0560 657-18 8.000 EA | 26.50000 212.00| | POST REMOVAL | | | 0565 658-01 18.500 CY | 645.00000 11932.50| | CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0570 658-02 1.000 EA | 30000.00000 30000.00| | OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 0575 658-03 1.000 EA | 11750.00000 11750.00| | OVERHEAD SIGN GALVANIZED STEEL 02 | | | 0576 658-03 1.000 EA | 11750.00000 11750.00| | OVERHEAD SIGN GALVANIZED STEEL 03 | | | 0577 659-01(1)250W LUMP| 20000.00000 20000.00| | SIGN LIGHTING TYPE 3 (250W) | | | 0578 659-01(2)250W LUMP| 16250.00000 16250.00| | SIGN LIGHTING TYPE 3 (250W) | | | 0579 659-01(3)250W LUMP| 16250.00000 16250.00| | SIGN LIGHTING TYPE 3 (250W) | | | 0580 661-01(1) 1588.000 SF | 19.00000 30172.00| | (0.080),FLAT SHEET SIGNS | | | 0585 661-02 2159.000 SF | 22.25000 48037.75| | EXTRUDED PANEL SIGNS | | | 0590 661-04(1) 166.000 EA | 3.20000 531.20| | DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0592 661-05(1) 36.000 EA | 3.20000 115.20| | DELINEATORS, REFLEX REFLECTOR ,AMBER | | | SINGLE | | | 0595 661-06 1.000 UN | 42.30000 42.30| | DELINEATORS, AMBER NINE PER UNIT | | | 0600 661-07 11.000 UN | 20.00000 220.00| | DELINEATORS, AMBER THREE PER UNIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -45 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(13) 55-0461872 | | |FAIRFAX TRUCKING COMPANY & S| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0602 661-08 2.000 EA | 80.00000 160.00| | DELINEATOR BRACKET, TYPE A | | | 0605 661-11 2.000 EA | 290.00000 580.00| | INSTALLATION OF REUSABLE SIGNS | | | SECTION TOTALS | $ 245,779.15| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0610 663-01-1(II)W 21921.000 LF | 0.15000 3288.15| | EDGE LINE, WHITE | | | 0615 663-01-1(II)Y 17500.000 LF | 0.15000 2625.00| | EDGE LINE, YELLOW | | | 0620 663-02-1(II)W 3777.000 LF | 0.15000 566.55| | LANE LINE OR CENTERLINE, WHITE | | | 0625 663-03-1(II) 1888.000 LF | 0.15000 283.20| | BARRIER LINES | | | 0630 663-04(II) 2728.000 LF | 0.20000 545.60| | TYPE II CHANNELIZING LINES | | | 0635 663-05(V)W 143.000 LF | 13.00000 1859.00| | TYPE V STOP LINES, WHITE | | | 0640 663-07(II)W 215.000 LF | 2.00000 430.00| | TYPE II, STRIPES WHITE (12 IN) | | | 0645 663-10(V) 33.000 EA | 210.00000 6930.00| | TYPE V, LANE ARROWS | | | 0650 663-11(V) 16.000 EA | 55.00000 880.00| | TYPE V, LANE LETTERS | | | SECTION TOTALS | $ 17,407.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NO. 10011 | | | 0655 212-01 2860.000 CY | 10.60000 30316.00| | STRUCTURE EXCAVATION | | | 0660 212-05 350.000 CY | 66.60000 23310.00| | SELECT MATERIAL FOR BACKFILLING | | | 0665 601-02 134.000 CY | 423.00000 56682.00| | CLASS B CONCRETE | | | 0670 601-03 434.000 CY | 555.00000 240870.00| | CLASS K CONCRETE | | | 0675 602-02 74485.000 LB | 0.71000 52884.35| | EPOXY COATED REINFORCING STEELBARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 002 -46 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9802903 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(13) 55-0461872 | | |FAIRFAX TRUCKING COMPANY & S| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 603-18(78) 1230.000 LF | 211.52100 260170.83| | PRESTRESSED CONCRETE I BEAMS, 78IN | | | 0690 616-05HP12X53 1176.000 LF | 67.70000 79615.20| | STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0695 639-01 LUMP| 21500.00000 21500.00| | CONSTRUCTION LAYOUT STAKES | | | 0700 679-06 LUMP| 2650.00000 2650.00| | TEST SLAB | | | 0705 626-01 GG1 5801.000 SF | 46.50000 269746.50| | RETAINING WALL, REINFORCED EARTH | | | 0710 626-02 GG2 5801.000 SF | | | RETAINING WALL, VSL RETAINED EARTH | | | 0715 679-02 HH1 53.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0720 679-04M HH2 53.000 CY | 1057.00000 56021.00| | MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,093,765.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATER AND SEWER RELOCATION | | | 0750 670-07(4)200 310.000 LF | 34.50000 10695.00| | PLASTIC PIPE, CLASS 200 | | | SECTION TOTALS | $ 10,695.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,129,797.94| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9803618 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : NORTH BRIDGEPORT BYPASS (BENEDUM) PROJECT(S) : X317-0279/00-000.81 00 LOCATION: 0.81 MI N US 50 - WV 131 (AIRPORT ACC.) 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0575884 GROUND BREAKERS, INC. $ 1,495,589.00 100.0000% 2 55-0640963 LAURITA EXCAVATING, INC. $ 1,564,009.12 104.5747% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 1,678,427.00 112.2251% 4 25-1021993 TRUMBULL CORPORATION $ 1,755,610.13 117.3858% 5 55-0328627 J. F. ALLEN COMPANY $ 1,830,184.13 122.3721% 6 55-0461872 FAIRFAX TRUCKING COMPANY & SUBSIDIARIES $ 2,351,210.12 157.2096% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9803618 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0575884 |(2) 55-0640963 |(3) 55-0481221 |GROUND BREAKERS, INC. |LAURITA EXCAVATING, INC. |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 82500.00000 82500.00| 50000.00000 50000.00| 5427.00000 5427.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 26000.00000 26000.00| 20000.00000 20000.00| 32963.42000 32963.42 MOBILIZATION | | | 0012 207-01 19701.000 CY | 3.00000 59103.00| 3.00000 59103.00| 5.00000 98505.00 UNCLASSIFIED EXCAVATION | | | 0013 207-02 4212.000 CY | 24.00000 101088.00| 25.00000 105300.00| 27.00000 113724.00 SUBGRADE | | | 0015 207-34 14806.000 SY | 1.00000 14806.00| 0.90000 13325.40| 1.00000 14806.00 FABRIC FOR SEPARATION | | | 0020 211-01 68918.000 CY | 2.50000 172295.00| 3.00000 206754.00| 6.00000 413508.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 307-01 577.000 CY | 35.00000 20195.00| 30.00000 17310.00| 50.00000 28850.00 CLASS 1 AGGREGATE BASE COURSE | | | 0030 311-06 3042.000 CY | 42.00000 127764.00| 53.80000 163659.60| 50.00000 152100.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0035 409-02 7953.000 GA | 1.00000 7953.00| 0.91000 7237.23| 0.01000 79.53 BITUMINOUS MATERIAL | | | 0040 601-02 5.670 CY | 1200.00000 6804.00| 1500.00000 8505.00| 100.00000 567.00 CLASS B CONCRETE | | | 0045 604-01(15)A2 48.000 LF | 36.00000 1728.00| 58.00000 2784.00| 20.00000 960.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0050 604-01(18)A2 2105.000 LF | 38.00000 79990.00| 35.00000 73675.00| 25.00000 52625.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0055 604-01(24)A2 48.500 LF | 48.00000 2328.00| 60.00000 2910.00| 30.00000 1455.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0060 604-01(60)A2 105.000 LF | 180.00000 18900.00| 130.00000 13650.00| 100.00000 10500.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0065 604-09(24) 1.000 EA | 500.00000 500.00| 200.00000 200.00| 600.00000 600.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0070 604-09(60) 1.000 EA | 1500.00000 1500.00| 1220.00000 1220.00| 2000.00000 2000.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0075 604-72(15) 2.000 EA | 500.00000 1000.00| 300.00000 600.00| 850.00000 1700.00 SAFETY SLOPE END SECTION FOR CSP | | | 0080 605-04 14.000 EA | 1400.00000 19600.00| 1600.00000 22400.00| 1200.00000 16800.00 TYPE B INLET | | | 0082 606-29 6982.000 LF | 7.00000 48874.00| 7.00000 48874.00| 8.00000 55856.00 FREE DRAINING BASE (FDB) TRENCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9803618 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0575884 |(2) 55-0640963 |(3) 55-0481221 |GROUND BREAKERS, INC. |LAURITA EXCAVATING, INC. |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 606-30 120.000 LF | 25.00000 3000.00| 20.00000 2400.00| 50.00000 6000.00 OUTLET PIPE | | | 0085 607-01(I) 2605.000 LF | 9.00000 23445.00| 8.60000 22403.00| 8.35000 21751.75 TYPE 1 GUARDRAIL | | | 0090 607-30 2.000 EA | 500.00000 1000.00| 390.00000 780.00| 375.00000 750.00 SPECIAL TRAILING END TERMINAL | | | 0095 607-65 2.000 EA | 1500.00000 3000.00| 1425.00000 2850.00| 1375.00000 2750.00 FLARED END TERMINAL | | | 0100 609-01 5034.000 SY | 26.00000 130884.00| 29.00000 145986.00| 26.75000 134659.50 CONCRETE SIDEWALK | | | 0105 610-03(II) 6914.000 LF | 20.00000 138280.00| 23.00000 159022.00| 17.80000 123069.20 COMBINATION CONCRETE CURB AND GUTTER | | | 0110 633-03 15.000 CY | 50.00000 750.00| 5.00000 75.00| 85.00000 1275.00 DUMPED ROCK GUTTER | | | 0115 639-01 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 40000.00000 40000.00 CONSTRUCTION LAYOUT STAKES | | | 0120 640-01 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| 1500.00000 1500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0125 640-03 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 100.00000 100.00 BUILDING EQUIPMENT | | | 0130 640-04 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 100.00000 100.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0135 642-11 1800.000 EA | 5.00000 9000.00| 4.00000 7200.00| 3.00000 5400.00 HAY OR STRAW BALES | | | 0140 642-12 2700.000 LF | 3.00000 8100.00| 2.00000 5400.00| 1.00000 2700.00 SILT FENCE | | | 0145 652-01 7.000 TN | 60.00000 420.00| 60.00000 420.00| 60.00000 420.00 AGRICULTURAL LIMESTONE | | | 0150 652-02-1 3.500 TN | 800.00000 2800.00| 280.00000 980.00| 280.00000 980.00 FERTILIZER, 10-20-10 | | | 0155 652-03-05 500.000 LB | 10.00000 5000.00| 7.35000 3675.00| 7.35000 3675.00 SEED MIXTURE L | | | 0160 652-04-1 14.000 TN | 340.00000 4760.00| 340.00000 4760.00| 340.00000 4760.00 STRAW OR HAY MULCH | | | 0165 655-02(A) 1683.000 SY | 5.00000 8415.00| 4.85000 8162.55| 4.85000 8162.55 PERMANENT EROSION MATTING-TYPE A | | | 0170 655-02(B) 923.000 SY | 5.00000 4615.00| 4.85000 4476.55| 4.85000 4476.55 PERMANENT EROSION MATTING-TYPE B | | | 0175 401-1(1)SG AA1 9041.000 TN | 28.00000 253148.00| 28.63000 258843.83| 27.00000 244107.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9803618 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0575884 |(2) 55-0640963 |(3) 55-0481221 |GROUND BREAKERS, INC. |LAURITA EXCAVATING, INC. |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 401-1(1)S AA2 8218.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0185 402-01(1)SG BB1 1460.000 TN | 37.00000 54020.00| 39.50000 57670.00| 32.00000 46720.00 HMA SKID PVT, (W-1) ST OR GR | | | 0190 402-01(1)S BB2 1327.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 1,469,565.00| $ 1,540,611.16| $ 1,656,382.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 TRAFFIC | | | 0195 657-06(S4X7.7 31.000 LF | 20.00000 620.00| 17.51000 542.81| 17.00000 527.00 A-441SUPPORTS, GALVANIZED | | | 0200 657-06(W 8X18 92.000 LF | 30.00000 2760.00| 20.60000 1895.20| 20.00000 1840.00 A-441SUPPORTS, GALVANIZED | | | 0205 657-08 574.000 LF | 5.00000 2870.00| 4.15000 2382.10| 4.00000 2296.00 (2.00LB) CHANNEL POSTS | | | 0210 657-10 224.000 LF | 6.00000 1344.00| 6.20000 1388.80| 6.00000 1344.00 (3.00LB) CHANNEL POSTS | | | 0215 657-17 2.600 CY | 1000.00000 2600.00| 551.00000 1432.60| 535.00000 1391.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0220 661-01(1) 117.500 SF | 22.00000 2585.00| 20.60000 2420.50| 20.00000 2350.00 (0.080),FLAT SHEET SIGNS | | | 0225 661-02 373.000 SF | 24.00000 8952.00| 23.30000 8690.90| 22.00000 8206.00 EXTRUDED PANEL SIGNS | | | 0230 661-04(1) 82.000 EA | 4.00000 328.00| 4.15000 340.30| 4.00000 328.00 DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0235 661-07 5.000 UN | 25.00000 125.00| 25.75000 128.75| 25.00000 125.00 DELINEATORS, AMBER THREE PER UNIT | | | 0240 663-01-1(II)W 7200.000 LF | 0.20000 1440.00| 0.23000 1656.00| 0.20000 1440.00 EDGE LINE, WHITE | | | 0245 663-01-1(II)Y 7200.000 LF | 0.20000 1440.00| 0.23000 1656.00| 0.20000 1440.00 EDGE LINE, YELLOW | | | 0250 663-02-1(II)W 1800.000 LF | 0.30000 540.00| 0.23000 414.00| 0.20000 360.00 LANE LINE OR CENTERLINE, WHITE | | | 0255 663-05(V) 30.000 LF | 14.00000 420.00| 15.00000 450.00| 13.25000 397.50 TYPE V, STOP LINES | | | SECTION TOTALS | $ 26,024.00| $ 23,397.96| $ 22,044.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,495,589.00| $ 1,564,009.12| $ 1,678,427.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9803618 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0328627 |(6) 55-0461872 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |FAIRFAX TRUCKING COMPANY & S 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 | 130000.00000 130000.00| 103637.85000 103637.85| 17762.29000 17762.29 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 50000.00000 50000.00| 54900.00000 54900.00| 70162.78000 70162.78 MOBILIZATION | | | 0012 207-01 19701.000 CY | 11.10000 218681.10| 5.00000 98505.00| 10.12000 199374.12 UNCLASSIFIED EXCAVATION | | | 0013 207-02 4212.000 CY | 35.00000 147420.00| 30.60000 128887.20| 31.82000 134025.84 SUBGRADE | | | 0015 207-34 14806.000 SY | 1.10000 16286.60| 1.00000 14806.00| 1.39000 20580.34 FABRIC FOR SEPARATION | | | 0020 211-01 68918.000 CY | 3.80000 261888.40| 5.00000 344590.00| 8.61000 593383.98 UNCLASSIFIED BORROW EXCAVATION | | | 0025 307-01 577.000 CY | 40.00000 23080.00| 32.70000 18867.90| 38.55000 22243.35 CLASS 1 AGGREGATE BASE COURSE | | | 0030 311-06 3042.000 CY | 48.00000 146016.00| 39.50000 120159.00| 58.92000 179234.64 OPEN GRADED FREE DRAINING BASE COURSE | | | 0035 409-02 7953.000 GA | 0.01000 79.53| 1.25000 9941.25| 0.01000 79.53 BITUMINOUS MATERIAL | | | 0040 601-02 5.670 CY | 900.00000 5103.00| 1575.00000 8930.25| 2990.51000 16956.19 CLASS B CONCRETE | | | 0045 604-01(15)A2 48.000 LF | 24.00000 1152.00| 50.00000 2400.00| 74.53000 3577.44 METALLIC COATED CORRUGATED STEEL PIPE | | | 0050 604-01(18)A2 2105.000 LF | 25.00000 52625.00| 40.00000 84200.00| 31.03000 65318.15 METALLIC COATED CORRUGATED STEEL PIPE | | | 0055 604-01(24)A2 48.500 LF | 26.00000 1261.00| 60.00000 2910.00| 80.40000 3899.40 METALLIC COATED CORRUGATED STEEL PIPE | | | 0060 604-01(60)A2 105.000 LF | 2.00000 210.00| 175.00000 18375.00| 133.30000 13996.50 METALLIC COATED CORRUGATED STEEL PIPE | | | 0065 604-09(24) 1.000 EA | 375.00000 375.00| 250.00000 250.00| 1666.15000 1666.15 END SECION FOR CORRUGATED STEEL PIPE | | | 0070 604-09(60) 1.000 EA | 2200.00000 2200.00| 1500.00000 1500.00| 5381.42000 5381.42 END SECION FOR CORRUGATED STEEL PIPE | | | 0075 604-72(15) 2.000 EA | 250.00000 500.00| 500.00000 1000.00| 2113.33000 4226.66 SAFETY SLOPE END SECTION FOR CSP | | | 0080 605-04 14.000 EA | 1000.00000 14000.00| 2000.00000 28000.00| 2414.04000 33796.56 TYPE B INLET | | | 0082 606-29 6982.000 LF | 7.00000 48874.00| 7.00000 48874.00| 8.64000 60324.48 FREE DRAINING BASE (FDB) TRENCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9803618 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0328627 |(6) 55-0461872 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |FAIRFAX TRUCKING COMPANY & S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 606-30 120.000 LF | 10.00000 1200.00| 25.00000 3000.00| 91.62000 10994.40 OUTLET PIPE | | | 0085 607-01(I) 2605.000 LF | 8.50000 22142.50| 8.80000 22924.00| 9.84000 25633.20 TYPE 1 GUARDRAIL | | | 0090 607-30 2.000 EA | 375.00000 750.00| 393.75000 787.50| 441.89000 883.78 SPECIAL TRAILING END TERMINAL | | | 0095 607-65 2.000 EA | 1375.00000 2750.00| 1443.75000 2887.50| 1620.27000 3240.54 FLARED END TERMINAL | | | 0100 609-01 5034.000 SY | 19.00000 95646.00| 29.15000 146741.10| 37.44000 188472.96 CONCRETE SIDEWALK | | | 0105 610-03(II) 6914.000 LF | 16.00000 110624.00| 20.45000 141391.30| 28.32000 195804.48 COMBINATION CONCRETE CURB AND GUTTER | | | 0110 633-03 15.000 CY | 100.00000 1500.00| 100.00000 1500.00| 215.44000 3231.60 DUMPED ROCK GUTTER | | | 0115 639-01 LUMP| 15000.00000 15000.00| 31200.00000 31200.00| 23721.12000 23721.12 CONSTRUCTION LAYOUT STAKES | | | 0120 640-01 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| 14548.01000 14548.01 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0125 640-03 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 11404.92000 11404.92 BUILDING EQUIPMENT | | | 0130 640-04 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5567.75000 5567.75 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0135 642-11 1800.000 EA | 8.00000 14400.00| 0.01000 18.00| 7.07000 12726.00 HAY OR STRAW BALES | | | 0140 642-12 2700.000 LF | 2.50000 6750.00| 0.01000 27.00| 4.82000 13014.00 SILT FENCE | | | 0145 652-01 7.000 TN | 60.00000 420.00| 26.25000 183.75| 70.70000 494.90 AGRICULTURAL LIMESTONE | | | 0150 652-02-1 3.500 TN | 280.00000 980.00| 262.50000 918.75| 329.95000 1154.83 FERTILIZER, 10-20-10 | | | 0155 652-03-05 500.000 LB | 7.50000 3750.00| 6.20000 3100.00| 10.38000 5190.00 SEED MIXTURE L | | | 0160 652-04-1 14.000 TN | 350.00000 4900.00| 231.00000 3234.00| 400.65000 5609.10 STRAW OR HAY MULCH | | | 0165 655-02(A) 1683.000 SY | 5.00000 8415.00| 4.73000 7960.59| 5.72000 9626.76 PERMANENT EROSION MATTING-TYPE A | | | 0170 655-02(B) 923.000 SY | 5.00000 4615.00| 4.73000 4365.79| 5.72000 5279.56 PERMANENT EROSION MATTING-TYPE B | | | 0175 401-1(1)SG AA1 9041.000 TN | 27.00000 244107.00| 30.05000 271682.05| 31.82000 287684.62 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9803618 COUNTIES : HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0328627 |(6) 55-0461872 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |FAIRFAX TRUCKING COMPANY & S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 401-1(1)S AA2 8218.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0185 402-01(1)SG BB1 1460.000 TN | 40.00000 58400.00| 34.40000 50224.00| 37.71000 55056.60 HMA SKID PVT, (W-1) ST OR GR | | | 0190 402-01(1)S BB2 1327.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 1,733,101.13| $ 1,806,878.78| $ 2,325,328.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 TRAFFIC | | | 0195 657-06(S4X7.7 31.000 LF | 17.00000 527.00| 17.85000 553.35| 20.03000 620.93 A-441SUPPORTS, GALVANIZED | | | 0200 657-06(W 8X18 92.000 LF | 20.00000 1840.00| 21.00000 1932.00| 23.57000 2168.44 A-441SUPPORTS, GALVANIZED | | | 0205 657-08 574.000 LF | 4.00000 2296.00| 4.20000 2410.80| 4.71000 2703.54 (2.00LB) CHANNEL POSTS | | | 0210 657-10 224.000 LF | 6.00000 1344.00| 6.30000 1411.20| 7.07000 1583.68 (3.00LB) CHANNEL POSTS | | | 0215 657-17 2.600 CY | 550.00000 1430.00| 561.75000 1460.55| 630.43000 1639.12 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0220 661-01(1) 117.500 SF | 20.00000 2350.00| 21.00000 2467.50| 23.57000 2769.48 (0.080),FLAT SHEET SIGNS | | | 0225 661-02 373.000 SF | 23.00000 8579.00| 23.10000 8616.30| 25.92000 9668.16 EXTRUDED PANEL SIGNS | | | 0230 661-04(1) 82.000 EA | 4.00000 328.00| 4.20000 344.40| 4.71000 386.22 DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0235 661-07 5.000 UN | 25.00000 125.00| 26.25000 131.25| 29.46000 147.30 DELINEATORS, AMBER THREE PER UNIT | | | 0240 663-01-1(II)W 7200.000 LF | 0.20000 1440.00| 0.21000 1512.00| 0.23000 1656.00 EDGE LINE, WHITE | | | 0245 663-01-1(II)Y 7200.000 LF | 0.20000 1440.00| 0.21000 1512.00| 0.23000 1656.00 EDGE LINE, YELLOW | | | 0250 663-02-1(II)W 1800.000 LF | 0.20000 360.00| 0.32000 576.00| 0.23000 414.00 LANE LINE OR CENTERLINE, WHITE | | | 0255 663-05(V) 30.000 LF | 15.00000 450.00| 12.60000 378.00| 15.61000 468.30 TYPE V, STOP LINES | | | SECTION TOTALS | $ 22,509.00| $ 23,305.35| $ 25,881.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,755,610.13| $ 1,830,184.13| $ 2,351,210.12 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9930805 COUNTIES : JEFFERSON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : ALT WV 45 AT WV 45 AND WV 480 PROJECT(S) : U319-0480/00-004.33 00 LOCATION: SHEPHERDSTOWN 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 52-1181476 VALENTINE ELECTRIC, HEATING AND AIR, INC. $ 148,813.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 150,740.50 101.2952% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 154,466.80 103.7992% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9930805 COUNTIES : JEFFERSON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 52-1181476 |(2) 55-0343932 |(3) 55-0646159 |VALENTINE ELECTRIC, HEATING |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204-01 LUMP| 3500.00000 3500.00| 7500.00000 7500.00| 7750.00000 7750.00 MOBILIZATION | | | 0010 636-11 7500.000 UN | 0.01000 75.00| 0.01000 75.00| 0.01000 75.00 TRAFFIC CONTROL DEVICES | | | 0015 636-14 180.000 HR | 0.10000 18.00| 0.10000 18.00| 0.01000 1.80 FLAGGER | | | 0020 660-01 LUMP| 9500.00000 9500.00| 9585.00000 9585.00| 10500.00000 10500.00 SIGNAL CONTROLLERS 01 | | | 0025 660-01 LUMP| 9500.00000 9500.00| 9585.00000 9585.00| 10500.00000 10500.00 SIGNAL CONTROLLERS 02 | | | 0030 660-02(LPS-C) 12.000 EA | 135.00000 1620.00| 165.00000 1980.00| 150.00000 1800.00 TRAFFIC DETECTORS | | | 0035 660-03(V-12) 50.000 EA | 320.00000 16000.00| 330.00000 16500.00| 250.00000 12500.00 SIGNAL SECTIONS | | | 0040 660-04(C1) 4.000 EA | 5800.00000 23200.00| 5662.50000 22650.00| 6500.00000 26000.00 SIGNAL SUPPORTS | | | 0045 660-04(C1L) 4.000 EA | 7000.00000 28000.00| 7412.50000 29650.00| 7500.00000 30000.00 SIGNAL SUPPORTS | | | 0050 660-05(H) 10.000 EA | 1000.00000 10000.00| 1250.00000 12500.00| 1000.00000 10000.00 JUNCTION BOXES, TYPE H | | | 0055 660-07 LUMP| 16500.00000 16500.00| 15810.00000 15810.00| 17500.00000 17500.00 MISCELLANEOUS SIGNAL 01 | | | 0060 660-07 LUMP| 23500.00000 23500.00| 19735.00000 19735.00| 20000.00000 20000.00 MISCELLANEOUS SIGNAL 02 | | | 0065 662-07(250)W 4.000 EA | 375.00000 1500.00| 375.00000 1500.00| 350.00000 1400.00 LUMINAIRES | | | 0070 662-14 LUMP| 1000.00000 1000.00| 100.00000 100.00| 3500.00000 3500.00 INCIDENTAL ELECTRICAL WORK | | | 0075 663-05(V) 245.000 LF | 20.00000 4900.00| 14.50000 3552.50| 12.00000 2940.00 TYPE V, STOP LINES | | | SECTION TOTALS | $ 148,813.00| $ 150,740.50| $ 154,466.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 148,813.00| $ 150,740.50| $ 154,466.80 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9931409 COUNTIES : CALHOUN JACKSON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 PLEASANTS OTHERS CONTRACT DESCRIPTION : DISTRICT THREE ROADWAY STRIPING PROJECT(S) : S383-0STR/IP-000.00 00 LOCATION: VARIOUS ROUTES 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 22-2299140 DENVILLE LINE PAINTING, INC. $ 747,714.60 100.0000% 2 34-1233573 OGLESBY CONSTRUCTION, INC. $ 790,523.00 105.7252% 3 61-0953740 CENTRAL SEAL COMPANY $ 890,217.00 119.0583% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9931409 COUNTIES : CALHOUN JACKSON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 PLEASANTS OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 22-2299140 |(2) 34-1233573 |(3) 61-0953740 |DENVILLE LINE PAINTING, INC.|OGLESBY CONSTRUCTION, INC. |CENTRAL SEAL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS | | | 0005 204-01 LUMP| 150000.00000 150000.00| 113000.00000 113000.00| 126000.00000 126000.00 MOBILIZATION | | | 0010 204-03 15.000 EA | 300.00000 4500.00| 500.00000 7500.00| 500.00000 7500.00 MOBILIZATION PER JOB ORDER | | | 0015 204-06 1000.000 MI | 2.00000 2000.00| 2.00000 2000.00| 2.00000 2000.00 MOBILIZATION PER MILE | | | 0020 204-07 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 2500.00000 2500.00 MOBILIZATION PER PRIORITY JOB ORDER | | | 0025 663-01(II)W 1455.000 MI | 176.60000 256953.00| 197.00000 286635.00| 225.00000 327375.00 EDGE LINE WHITE | | | 0030 663-01(II)Y 40.000 MI | 176.60000 7064.00| 235.00000 9400.00| 448.00000 17920.00 EDGE LINE YELLOW | | | 0035 663-02(II)W 61.000 MI | 450.00000 27450.00| 300.00000 18300.00| 452.00000 27572.00 LANE LINE OR CENTER LINE WHITE | | | 0040 663-02(II)Y 1686.000 MI | 176.60000 297747.60| 208.00000 350688.00| 225.00000 379350.00 LANE LINE OR CENTER LINE YELLOW | | | SECTION TOTALS | $ 747,714.60| $ 790,523.00| $ 890,217.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 747,714.60| $ 790,523.00| $ 890,217.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9931410 COUNTIES : DODDRIDGE HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 MARION OTHERS CONTRACT DESCRIPTION : DISTRICT FOUR ROADWAY STRIPING PROJECT(S) : S384-0STR/IP-000.00 00 LOCATION: VARIOUS ROUTES 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 22-2299140 DENVILLE LINE PAINTING, INC. $ 810,235.40 100.0000% 2 34-1233573 OGLESBY CONSTRUCTION, INC. $ 901,728.00 111.2921% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9931410 COUNTIES : DODDRIDGE HARRISON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 22-2299140 |(2) 34-1233573 | |DENVILLE LINE PAINTING, INC.|OGLESBY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS | | | 0005 204-01 LUMP| 150000.00000 150000.00| 129400.00000 129400.00| MOBILIZATION | | | 0010 204-03 10.000 EA | 300.00000 3000.00| 500.00000 5000.00| MOBILIZATION PER JOB ORDER | | | 0015 204-06 1000.000 MI | 2.00000 2000.00| 2.00000 2000.00| MOBILIZATION PER MILE | | | 0020 204-07 LUMP| 2000.00000 2000.00| 4500.00000 4500.00| MOBILIZATION PER PRIORITY JOB ORDER | | | 0025 663-01(II)W 1549.000 MI | 176.60000 273553.40| 199.00000 308251.00| EDGE LINE WHITE | | | 0030 663-01(II)Y 149.000 MI | 176.60000 26313.40| 235.00000 35015.00| EDGE LINE YELLOW | | | 0035 663-02(II)W 51.000 MI | 450.00000 22950.00| 410.00000 20910.00| LANE LINE OR CENTER LINE WHITE | | | 0040 663-02(II)Y 1871.000 MI | 176.60000 330418.60| 212.00000 396652.00| LANE LINE OR CENTER LINE YELLOW | | | SECTION TOTALS | $ 810,235.40| $ 901,728.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 810,235.40| $ 901,728.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9931411 COUNTIES : BROOKE HANCOCK LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 06 MARSHALL OTHERS CONTRACT DESCRIPTION : DISTRICT SIX ROADWAY STRIPING PROJECT(S) : S386-0STR/IP-000.00 00 LOCATION: VARIOUS ROUTES 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 22-2299140 DENVILLE LINE PAINTING, INC. $ 518,800.00 100.0000% 2 34-1233573 OGLESBY CONSTRUCTION, INC. $ 568,750.00 109.6279% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9931411 COUNTIES : BROOKE HANCOCK LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 06 MARSHALL OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 22-2299140 |(2) 34-1233573 | |DENVILLE LINE PAINTING, INC.|OGLESBY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS | | | 0005 204-01 LUMP| 150000.00000 150000.00| 87450.00000 87450.00| MOBILIZATION | | | 0010 204-03 10.000 EA | 300.00000 3000.00| 500.00000 5000.00| MOBILIZATION PER JOB ORDER | | | 0015 204-06 1000.000 MI | 2.00000 2000.00| 2.00000 2000.00| MOBILIZATION PER MILE | | | 0020 204-07 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| MOBILIZATION PER PRIORITY JOB ORDER | | | 0025 663-01(II)W 1050.000 MI | 160.00000 168000.00| 188.00000 197400.00| EDGE LINE WHITE | | | 0030 663-01(II)Y 50.000 MI | 160.00000 8000.00| 255.00000 12750.00| EDGE LINE YELLOW | | | 0035 663-02(II)W 20.000 MI | 450.00000 9000.00| 350.00000 7000.00| LANE LINE OR CENTER LINE WHITE | | | 0040 663-02(II)Y 1105.000 MI | 160.00000 176800.00| 230.00000 254150.00| LANE LINE OR CENTER LINE YELLOW | | | SECTION TOTALS | $ 518,800.00| $ 568,750.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 518,800.00| $ 568,750.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9716008 COUNTIES : CABELL LAWRENCE, OH LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : EAST HUNTINGTON BR #2608.3 - CABLE DAMPENING SYSTEM RETOFIT PROJECT(S) : S306-0106/00-000.67 03 0NFA 0106 011 000 LOCATION: WV106 OVER OHIO RIVER 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 366,097.50 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 460,006.00 125.6512% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9716008 COUNTIES : CABELL LAWRENCE, OH LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE 2608.3 | | | 0005 204-01 LUMP| 40000.00000 40000.00| 15825.00000 15825.00| MOBILIZATION | | | 0010 615-74A 16.000 EA | 5790.00000 92640.00| 7939.00000 127024.00| CABLE DAMPER ASSEMBLY - TYPE A | | | 0015 615-74B 38.000 EA | 5790.00000 220020.00| 7939.00000 301682.00| CABLE DAMPER ASSEMBLY - TYPE B | | | 0020 615-75A 10.000 EA | 150.00000 1500.00| 225.00000 2250.00| ACCESS PLATFORM MODIF-TYPE A | | | 0025 615-75B 2.000 EA | 1000.00000 2000.00| 1300.00000 2600.00| ACCESS PLATFORM MODIF-TYPE B | | | 0030 636-11 1230.000 UN | 1.65000 2029.50| 1.50000 1845.00| TRAFFIC CONTROL DEVICES | | | 0035 636-14 32.000 HR | 44.00000 1408.00| 40.00000 1280.00| FLAGGER | | | 0040 640A-1 LUMP| 6500.00000 6500.00| 7500.00000 7500.00| MINIMAL FIELD OFFICE | | | SECTION TOTALS | $ 366,097.50| $ 460,006.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 366,097.50| $ 460,006.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9816842 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : PINEVIEW DRIVE PROJECT(S) : U331-0061/04-000.01 00 LOCATION: WV 705 - 0.20 MI N WV 705 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 414,444.00 100.0000% 2 55-0640963 LAURITA EXCAVATING, INC. $ 429,700.30 103.6811% 3 31-1523785 ALWOOD COMPANY $ 438,959.00 105.9151% 4 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 489,733.50 118.1663% 5 55-0713124 COSNER ENTERPRISES, INC. $ 498,000.00 120.1609% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9816842 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0640963 |(3) 31-1523785 |MOUNTAINEER CONTRACTORS, INC|LAURITA EXCAVATING, INC. |ALWOOD COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD TN LN | | | 0005 201-01 1.000 LS | 15000.00000 15000.00| 12000.00000 12000.00| 4000.00000 4000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 5457.57000 5457.57| 15000.00000 15000.00| 35440.00000 35440.00 MOBILIZATION | | | 0015 207-01 2700.000 CY | 10.00000 27000.00| 11.00000 29700.00| 4.00000 10800.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 150.000 CY | 45.00000 6750.00| 25.00000 3750.00| 22.00000 3300.00 SUBGRADE | | | 0025 207-34 1550.000 SY | 1.00000 1550.00| 1.00000 1550.00| 1.05000 1627.50 FABRIC FOR SEPARATION | | | 0030 211-01 40.000 CY | 10.00000 400.00| 8.00000 320.00| 22.00000 880.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 408-02 152.000 GA | 0.50000 76.00| 1.05000 159.60| 1.00000 152.00 BITUMINOUS MATERIAL | | | 0040 409-02 1022.000 GA | 0.50000 511.00| 1.05000 1073.10| 2.00000 2044.00 BITUMINOUS MATERIAL | | | 0045 415-01 2700.000 SY | 3.00000 8100.00| 2.20000 5940.00| 2.00000 5400.00 REMOVE BITUMINOUS CONCRETE SURFACE | | | 0050 601-02 90.000 CY | 175.00000 15750.00| 330.00000 29700.00| 400.00000 36000.00 CLASS B CONCRETE | | | 0055 604-01(12)A2 5.000 LF | 30.00000 150.00| 25.00000 125.00| 46.00000 230.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0060 604-01(18)A2 878.000 LF | 35.00000 30730.00| 50.00000 43900.00| 50.00000 43900.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0065 604-01(24)A2 210.000 LF | 40.00000 8400.00| 85.00000 17850.00| 52.00000 10920.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 604-01(36)A2 5.000 LF | 50.00000 250.00| 130.00000 650.00| 200.00000 1000.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0075 604-37(36)III 80.000 LF | 125.00000 10000.00| 120.00000 9600.00| 125.00000 10000.00 REINFORCED CONCRETE PIPE | | | 0080 605-04 14.000 EA | 1200.00000 16800.00| 1600.00000 22400.00| 1450.00000 20300.00 TYPE B INLET | | | 0085 605-04-10 40.000 LF | 350.00000 14000.00| 375.00000 15000.00| 225.00000 9000.00 CONCRETE BOX DITCH | | | 0090 605-07 1.000 EA | 5400.00000 5400.00| 4000.00000 4000.00| 2000.00000 2000.00 TYPE E INLET | | | 0095 605-09 2.000 EA | 3600.00000 7200.00| 2400.00000 4800.00| 2850.00000 5700.00 TYPE G INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9816842 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0640963 |(3) 31-1523785 |MOUNTAINEER CONTRACTORS, INC|LAURITA EXCAVATING, INC. |ALWOOD COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 609-01 540.000 SY | 40.00000 21600.00| 32.00000 17280.00| 28.00000 15120.00 CONCRETE SIDEWALK | | | 0105 609-02 50.000 CY | 55.00000 2750.00| 30.00000 1500.00| 35.00000 1750.00 BED COURSE MATERIAL | | | 0110 610-03(I) 1073.000 LF | 35.00000 37555.00| 28.00000 30044.00| 24.00000 25752.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0115 610-03(IV) 900.000 LF | 35.00000 31500.00| 28.00000 25200.00| 26.00000 23400.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0120 636-11 6730.000 UN | 1.05000 7066.50| 1.10000 7403.00| 1.45000 9758.50 TRAFFIC CONTROL DEVICES | | | 0125 636-12 3.000 EA | 0.01000 0.03| 250.00000 750.00| 275.00000 825.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0130 636-13 50.000 EA | 0.01000 0.50| 1.00000 50.00| 3.50000 175.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0135 636-14 400.000 HR | 40.00000 16000.00| 38.00000 15200.00| 35.00000 14000.00 FLAGGER | | | 0140 636-25(B) 700.000 DA | 1.60000 1120.00| 1.70000 1190.00| 1.65000 1155.00 WARNING LIGHTS | | | 0145 638-02 12.000 EA | 75.00000 900.00| 100.00000 1200.00| 74.00000 888.00 RIGHT OF WAY MARKERS | | | 0150 639-01 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 5800.00000 5800.00 CONSTRUCTION LAYOUT STAKES | | | 0155 640A-1 LUMP| 500.00000 500.00| 3000.00000 3000.00| 2200.00000 2200.00 MINIMAL FIELD OFFICE | | | 0160 642-13 LUMP| 100.00000 100.00| 2000.00000 2000.00| 1500.00000 1500.00 TEMPORARY POLLUTION CONTROL | | | 0165 660-07 LUMP| 4250.00000 4250.00| 4500.00000 4500.00| 5000.00000 5000.00 MISCELLANEOUS SIGNAL 01 | | | 0170 663-01-1(II)W 500.000 LF | 1.00000 500.00| 1.03000 515.00| 1.00000 500.00 EDGE LINE, WHITE | | | 0175 663-02-1(II)Y 400.000 LF | 1.00000 400.00| 1.03000 412.00| 1.00000 400.00 LANE LINE OR CENTERLINE YELLOW | | | 0180 663-03-1(II) 560.000 LF | 1.00000 560.00| 1.03000 576.80| 1.20000 672.00 BARRIER LINES | | | 0185 663-04(II) 120.000 LF | 0.25000 30.00| 0.30000 36.00| 0.50000 60.00 TYPE II CHANNELIZING LINES | | | 0190 663-05(V) 25.000 LF | 13.30000 332.50| 13.70000 342.50| 16.00000 400.00 TYPE V, STOP LINES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9816842 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0640963 |(3) 31-1523785 |MOUNTAINEER CONTRACTORS, INC|LAURITA EXCAVATING, INC. |ALWOOD COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 663-07(II)Y 110.000 LF | 1.99000 218.90| 2.06000 226.60| 2.80000 308.00 TYPE II, STRIPE YELLOW (12 IN) | | | 0200 663-10(V) 12.000 EA | 195.00000 2340.00| 200.00000 2400.00| 210.00000 2520.00 TYPE V, LANE ARROWS | | | 0205 663-11(V) 8.000 EA | 52.00000 416.00| 54.00000 432.00| 60.00000 480.00 TYPE V, LANE LETTERS | | | 0210 307-01SG AA1 1241.000 TN | 25.00000 31025.00| 16.00000 19856.00| 22.00000 27302.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0215 307-01S AA2 1120.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0220 401-1(1)SG BB1 762.000 TN | 50.00000 38100.00| 49.35000 37604.70| 70.00000 53340.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0225 401-1(1)S BB2 685.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0230 401-3SG CC1 400.000 TN | 50.00000 20000.00| 34.50000 13800.00| 50.00000 20000.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0235 401-3S CC2 360.000 TN | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0240 402-01(1)SG DD1 287.000 TN | 65.00000 18655.00| 72.00000 20664.00| 80.00000 22960.00 HMA SKID PVT, (W-1) ST OR GR | | | 0245 402-01(1)S DD2 258.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 414,444.00| $ 429,700.30| $ 438,959.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,444.00| $ 429,700.30| $ 438,959.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9816842 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 |(5) 55-0713124 | |TEAYS RIVER CONSTRUCTION COM|COSNER ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD TN LN | | | 0005 201-01 1.000 LS | 30000.00000 30000.00| 17061.00000 17061.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 14000.00000 14000.00| 11225.80000 11225.80| MOBILIZATION | | | 0015 207-01 2700.000 CY | 12.00000 32400.00| 9.00000 24300.00| UNCLASSIFIED EXCAVATION | | | 0020 207-02 150.000 CY | 40.00000 6000.00| 39.50000 5925.00| SUBGRADE | | | 0025 207-34 1550.000 SY | 0.75000 1162.50| 1.20000 1860.00| FABRIC FOR SEPARATION | | | 0030 211-01 40.000 CY | 60.00000 2400.00| 112.50000 4500.00| UNCLASSIFIED BORROW EXCAVATION | | | 0035 408-02 152.000 GA | 1.00000 152.00| 3.60000 547.20| BITUMINOUS MATERIAL | | | 0040 409-02 1022.000 GA | 1.00000 1022.00| 1.50000 1533.00| BITUMINOUS MATERIAL | | | 0045 415-01 2700.000 SY | 3.00000 8100.00| 5.00000 13500.00| REMOVE BITUMINOUS CONCRETE SURFACE | | | 0050 601-02 90.000 CY | 200.00000 18000.00| 300.00000 27000.00| CLASS B CONCRETE | | | 0055 604-01(12)A2 5.000 LF | 50.00000 250.00| 140.00000 700.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0060 604-01(18)A2 878.000 LF | 40.00000 35120.00| 50.00000 43900.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0065 604-01(24)A2 210.000 LF | 43.00000 9030.00| 80.00000 16800.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 604-01(36)A2 5.000 LF | 120.00000 600.00| 280.00000 1400.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0075 604-37(36)III 80.000 LF | 75.00000 6000.00| 167.00000 13360.00| REINFORCED CONCRETE PIPE | | | 0080 605-04 14.000 EA | 1500.00000 21000.00| 1850.00000 25900.00| TYPE B INLET | | | 0085 605-04-10 40.000 LF | 270.00000 10800.00| 255.00000 10200.00| CONCRETE BOX DITCH | | | 0090 605-07 1.000 EA | 6000.00000 6000.00| 4650.00000 4650.00| TYPE E INLET | | | 0095 605-09 2.000 EA | 2200.00000 4400.00| 3070.00000 6140.00| TYPE G INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9816842 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 |(5) 55-0713124 | |TEAYS RIVER CONSTRUCTION COM|COSNER ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 609-01 540.000 SY | 45.00000 24300.00| 45.00000 24300.00| CONCRETE SIDEWALK | | | 0105 609-02 50.000 CY | 65.00000 3250.00| 60.00000 3000.00| BED COURSE MATERIAL | | | 0110 610-03(I) 1073.000 LF | 35.00000 37555.00| 32.00000 34336.00| COMBINATION CONCRETE CURB AND GUTTER | | | 0115 610-03(IV) 900.000 LF | 35.00000 31500.00| 32.00000 28800.00| COMBINATION CONCRETE CURB AND GUTTER | | | 0120 636-11 6730.000 UN | 1.05000 7066.50| 1.10000 7403.00| TRAFFIC CONTROL DEVICES | | | 0125 636-12 3.000 EA | 300.00000 900.00| 100.00000 300.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0130 636-13 50.000 EA | 5.00000 250.00| 5.00000 250.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0135 636-14 400.000 HR | 30.00000 12000.00| 34.00000 13600.00| FLAGGER | | | 0140 636-25(B) 700.000 DA | 1.75000 1225.00| 1.60000 1120.00| WARNING LIGHTS | | | 0145 638-02 12.000 EA | 25.00000 300.00| 53.00000 636.00| RIGHT OF WAY MARKERS | | | 0150 639-01 LUMP| 5000.00000 5000.00| 8800.00000 8800.00| CONSTRUCTION LAYOUT STAKES | | | 0155 640A-1 LUMP| 10000.00000 10000.00| 3850.00000 3850.00| MINIMAL FIELD OFFICE | | | 0160 642-13 LUMP| 500.00000 500.00| 550.00000 550.00| TEMPORARY POLLUTION CONTROL | | | 0165 660-07 LUMP| 6000.00000 6000.00| 4675.00000 4675.00| MISCELLANEOUS SIGNAL 01 | | | 0170 663-01-1(II)W 500.000 LF | 1.40000 700.00| 1.10000 550.00| EDGE LINE, WHITE | | | 0175 663-02-1(II)Y 400.000 LF | 1.40000 560.00| 1.10000 440.00| LANE LINE OR CENTERLINE YELLOW | | | 0180 663-03-1(II) 560.000 LF | 1.40000 784.00| 1.10000 616.00| BARRIER LINES | | | 0185 663-04(II) 120.000 LF | 0.35000 42.00| 0.30000 36.00| TYPE II CHANNELIZING LINES | | | 0190 663-05(V) 25.000 LF | 18.00000 450.00| 15.00000 375.00| TYPE V, STOP LINES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9816842 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 |(5) 55-0713124 | |TEAYS RIVER CONSTRUCTION COM|COSNER ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 663-07(II)Y 110.000 LF | 2.75000 302.50| 2.20000 242.00| TYPE II, STRIPE YELLOW (12 IN) | | | 0200 663-10(V) 12.000 EA | 275.00000 3300.00| 215.00000 2580.00| TYPE V, LANE ARROWS | | | 0205 663-11(V) 8.000 EA | 75.00000 600.00| 57.00000 456.00| TYPE V, LANE LETTERS | | | 0210 307-01SG AA1 1241.000 TN | 37.00000 45917.00| 25.00000 31025.00| CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0215 307-01S AA2 1120.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0220 401-1(1)SG BB1 762.000 TN | 65.00000 49530.00| 71.50000 54483.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0225 401-1(1)S BB2 685.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0230 401-3SG CC1 400.000 TN | 35.00000 14000.00| 51.70000 20680.00| HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0235 401-3S CC2 360.000 TN | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0240 402-01(1)SG DD1 287.000 TN | 95.00000 27265.00| 85.00000 24395.00| HMA SKID PVT, (W-1) ST OR GR | | | 0245 402-01(1)S DD2 258.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 489,733.50| $ 498,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 489,733.50| $ 498,000.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 9920705 COUNTIES : BERKELEY LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : WV9 AT HEDGESVILLE FOOD LION PROJECT(S) : U302-0009/00-007.29 00 LOCATION: HEDGESVILLE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 56,266.75 100.0000% 2 52-1181476 VALENTINE ELECTRIC, HEATING AND AIR, INC. $ 57,445.00 102.0940% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 74,136.50 131.7589% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9920705 COUNTIES : BERKELEY LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0343932 |(2) 52-1181476 |(3) 55-0646159 |BAYLISS & RAMEY, INC. |VALENTINE ELECTRIC, HEATING |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| 5500.00000 5500.00| 3000.00000 3000.00| 5500.00000 5500.00 MOBILIZATION | | | 0010 636-11 4800.000 UN | 0.01000 48.00| 0.01000 48.00| 0.01000 48.00 TRAFFIC CONTROL DEVICES | | | 0015 636-14 100.000 HR | 0.10000 10.00| 0.10000 10.00| 0.01000 1.00 FLAGGER | | | 0020 660-01 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| 10500.00000 10500.00 SIGNAL CONTROLLERS 01 | | | 0025 660-02(LPS-C) 6.000 EA | 165.00000 990.00| 135.00000 810.00| 150.00000 900.00 TRAFFIC DETECTORS | | | 0030 660-03(V-12) 20.000 EA | 327.50000 6550.00| 320.00000 6400.00| 250.00000 5000.00 SIGNAL SECTIONS | | | 0035 660-04(C1)A 3.000 EA | 4250.00000 12750.00| 4000.00000 12000.00| 4000.00000 12000.00 SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0040 660-05(H) 5.000 EA | 1250.00000 6250.00| 1000.00000 5000.00| 1000.00000 5000.00 JUNCTION BOXES, TYPE H | | | 0045 660-07 LUMP| 12610.00000 12610.00| 17502.00000 17502.00| 32500.00000 32500.00 MISCELLANEOUS SIGNAL 01 | | | 0050 662-07(250)W 1.000 EA | 450.00000 450.00| 375.00000 375.00| 375.00000 375.00 LUMINAIRES | | | 0055 662-14 LUMP| 100.00000 100.00| 600.00000 600.00| 1250.00000 1250.00 INCIDENTAL ELECTRICAL WORK | | | 0060 663-05(V) 85.000 LF | 17.75000 1508.75| 20.00000 1700.00| 12.50000 1062.50 TYPE V, STOP LINES | | | SECTION TOTALS | $ 56,266.75| $ 57,445.00| $ 74,136.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 56,266.75| $ 57,445.00| $ 74,136.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 9620403 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : SOUTH HIGH STREET BRIDGE PROJECT(S) : S331-0HGH/ST-000.01 00 LOCATION: DECKERS CREEK - CSX RR 0.25 MI. S. US 19 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 3,157,471.00 100.0000% 2 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 3,217,000.00 101.8853% 3 55-0609442 MEC CONSTRUCTION, INC. $ 3,507,917.37 111.0989% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 4,207,882.67 133.2675% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9620403 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 25-1493101 |(3) 55-0609442 |BILCO CONSTRUCTION COMPANY, |UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 30000.00000 30000.00| 5250.00000 5250.00| 185000.00000 185000.00 CLEARING AND GRUBBING | | | 0010 202-01(01) 1.000 LS | 3000.00000 3000.00| 5250.00000 5250.00| 32000.00000 32000.00 BUILDING DEMOLITION | | | 0015 204-01 LUMP| 75000.00000 75000.00| 27250.00000 27250.00| 40100.00000 40100.00 MOBILIZATION | | | 0020 207-01 581.000 CY | 11.00000 6391.00| 10.00000 5810.00| 17.00000 9877.00 UNCLASSIFIED EXCAVATION | | | 0025 207-02 49.000 CY | 42.00000 2058.00| 55.00000 2695.00| 47.00000 2303.00 SUBGRADE | | | 0030 207-34 442.000 SY | 1.50000 663.00| 1.00000 442.00| 0.80000 353.60 FABRIC FOR SEPARATION | | | 0035 211-02 458.000 CY | 30.00000 13740.00| 32.00000 14656.00| 35.00000 16030.00 ROCK BORROW EXCAVATION | | | 0037 218-02 11.000 CY | 90.00000 990.00| 125.00000 1375.00| 125.00000 1375.00 GROUTED RIPRAP | | | 0040 307-01 92.000 CY | 42.00000 3864.00| 60.00000 5520.00| 45.00000 4140.00 CLASS 1 AGGREGATE BASE COURSE | | | 0045 408-02 36.000 GA | 1.50000 54.00| 1.00000 36.00| 1.10000 39.60 BITUMINOUS MATERIAL | | | 0050 409-02 193.000 GA | 1.50000 289.50| 1.00000 193.00| 1.10000 212.30 BITUMINOUS MATERIAL | | | 0060 502-01(12I) 120.000 SY | 130.00000 15600.00| 130.00000 15600.00| 125.00000 15000.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0062 601-02 66.000 CY | 730.00000 48180.00| 750.00000 49500.00| 780.00000 51480.00 CLASS B CONCRETE | | | 0063 602-02 927.000 LB | 1.00000 927.00| 1.00000 927.00| 0.80000 741.60 EPOXY COATED REINFORCING STEELBARS | | | 0065 604-37(18)III 83.000 LF | 75.00000 6225.00| 41.00000 3403.00| 34.00000 2822.00 REINFORCED CONCRETE PIPE | | | 0070 604-37(30)III 19.000 LF | 110.00000 2090.00| 85.00000 1615.00| 58.00000 1102.00 REINFORCED CONCRETE PIPE | | | 0075 605-01-1 2.000 EA | 3200.00000 6400.00| 2350.00000 4700.00| 2400.00000 4800.00 TYPE A MANHOLE, MODIFIED | | | 0080 605-03 5.000 EA | 3000.00000 15000.00| 1125.00000 5625.00| 2100.00000 10500.00 TYPE A INLET | | | 0085 606-20(18) 219.000 LF | 9.00000 1971.00| 5.00000 1095.00| 10.00000 2190.00 AGGREGATE FILLED FABRIC UNDERDRAINS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9620403 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 25-1493101 |(3) 55-0609442 |BILCO CONSTRUCTION COMPANY, |UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 606-30 87.000 LF | 7.00000 609.00| 6.00000 522.00| 12.75000 1109.25 OUTLET PIPE | | | 0095 609-01 244.000 SY | 65.00000 15860.00| 35.00000 8540.00| 25.00000 6100.00 CONCRETE SIDEWALK | | | 0100 609-02 27.000 CY | 45.00000 1215.00| 50.00000 1350.00| 50.00000 1350.00 BED COURSE MATERIAL | | | 0105 610-01(I) 119.000 LF | 30.00000 3570.00| 24.00000 2856.00| 27.00000 3213.00 PLAIN CONCRETE CURBING | | | 0107 610-01(IV) 11.000 LF | 30.00000 330.00| 35.00000 385.00| 55.00000 605.00 PLAIN CONCRETE CURBING | | | 0110 610-03(I) 98.000 LF | 35.00000 3430.00| 47.00000 4606.00| 33.00000 3234.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0115 610-03(I)MOD 59.000 LF | 40.00000 2360.00| 50.00000 2950.00| 36.50000 2153.50 COMBINATION CONCRETE CURB AND GUTTER | | | (MODIFIED) | | | 0116 610-03(IV) 43.000 LF | 40.00000 1720.00| 52.00000 2236.00| 34.00000 1462.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0117 608-01(6F) 820.000 LF | 20.00000 16400.00| 10.00000 8200.00| 16.00000 13120.00 RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0118 608-05(12F) 4.000 EA | 750.00000 3000.00| 500.00000 2000.00| 1400.00000 5600.00 VEHICULAR GATE, CHAIN LINK | | | 0120 636-11 6072.000 UN | 0.75000 4554.00| 1.24000 7529.28| 1.38000 8379.36 TRAFFIC CONTROL DEVICES | | | 0125 636-12 3.000 EA | 1.00000 3.00| 300.00000 900.00| 1.00000 3.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0130 636-13 150.000 EA | 0.02000 3.00| 5.00000 750.00| 1.00000 150.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0135 636-14 100.000 HR | 32.00000 3200.00| 35.00000 3500.00| 39.50000 3950.00 FLAGGER | | | 0140 636-17 340.000 LF | 5.00000 1700.00| 30.00000 10200.00| 21.00000 7140.00 TEMPORARY CONCRETE BARRIERS | | | 0145 636-23(01) 1.000 LS | 10000.00000 10000.00| 7500.00000 7500.00| 8330.00000 8330.00 TEMPORARY TRAFFIC SIGNAL | | | 0150 636-25(A) 1200.000 DA | 2.50000 3000.00| 0.50000 600.00| 0.56000 672.00 WARNING LIGHTS | | | 0155 636-25(B) 2400.000 DA | 0.75000 1800.00| 1.60000 3840.00| 1.78000 4272.00 WARNING LIGHTS | | | 0160 638-02 11.000 EA | 100.00000 1100.00| 75.00000 825.00| 52.00000 572.00 RIGHT OF WAY MARKERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9620403 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 25-1493101 |(3) 55-0609442 |BILCO CONSTRUCTION COMPANY, |UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 639-01 LUMP| 14000.50000 14000.50| 5250.00000 5250.00| 5200.00000 5200.00 CONSTRUCTION LAYOUT STAKES | | | 0170 640-01 LUMP| 14000.00000 14000.00| 5250.00000 5250.00| 10000.00000 10000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0175 640-03 LUMP| 2500.00000 2500.00| 2250.00000 2250.00| 3140.00000 3140.00 BUILDING EQUIPMENT | | | 0180 642-14 LUMP| 100.00000 100.00| 25.00000 25.00| 1900.00000 1900.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0210 663-01-1(II)W 1360.000 LF | 1.20000 1632.00| 0.71000 965.60| 0.78000 1060.80 EDGE LINE, WHITE | | | 0215 663-03-1(II) 1360.000 LF | 1.20000 1632.00| 0.71000 965.60| 0.78000 1060.80 BARRIER LINES | | | 0220 401-1(1)SG AA1 129.000 TN | 75.00000 9675.00| 68.41000 8824.89| 76.00000 9804.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0225 401-1(1)S AA2 123.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0230 402-01(1)SG BB1 31.000 TN | 135.00000 4185.00| 126.92000 3934.52| 141.00000 4371.00 HMA SKID PVT, (W-1) ST OR GR | | | 0235 402-01(1)S BB2 28.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0240 401-7SG CC1 8.000 TN | 135.00000 1080.00| 126.92000 1015.36| 141.00000 1128.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0245 401-7S CC2 8.000 TN | | | SCRATCH COURSE, SLAG | | | 0255 604-76(30)A2 DD1 130.000 LF | 90.00000 11700.00| 34.00000 4420.00| 75.00000 9750.00 ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0260 604-25(30)A2 DD2 130.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | SECTION TOTALS | $ 366,801.00| $ 253,132.25| $ 498,895.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4793 | | | 0265 203-01 LUMP| 225000.00000 225000.00| 850794.55000 850794.55| 380000.00000 380000.00 DISMANTLING STRUCTURES | | | 0270 212-01 841.000 CY | 35.00000 29435.00| 15.00000 12615.00| 13.00000 10933.00 STRUCTURE EXCAVATION | | | 0272 212-02 150.000 CY | 50.00000 7500.00| 25.00000 3750.00| 235.00000 35250.00 WET EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9620403 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 25-1493101 |(3) 55-0609442 |BILCO CONSTRUCTION COMPANY, |UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 212-05 126.000 CY | 85.00000 10710.00| 50.00000 6300.00| 68.00000 8568.00 SELECT MATERIAL FOR BACKFILLING | | | 0280 601-02 1280.000 CY | 395.00000 505600.00| 350.00000 448000.00| 338.00000 432640.00 CLASS B CONCRETE | | | 0285 601-03 918.000 CY | 505.00000 463590.00| 380.00000 348840.00| 440.00000 403920.00 CLASS K CONCRETE | | | 0290 602-01 122840.000 LB | 0.65000 79846.00| 0.55000 67562.00| 0.53000 65105.20 REINFORCING STEEL BARS | | | 0295 602-02 244228.000 LB | 0.75000 183171.00| 0.65000 158748.20| 0.62000 151421.36 EPOXY COATED REINFORCING STEELBARS | | | 0297 614-3(8) 773.000 SF | 11.00000 8503.00| 20.00000 15460.00| 16.00000 12368.00 CONCRETE LAGGING | | | 0300 615-01 1.000 LS | 806000.00000 806000.00| 580000.00000 580000.00| 880000.00000 880000.00 STEEL SUPERSTRUCTURE | | | 0305 616-05HP12X53 1479.000 LF | 40.00000 59160.00| 85.00000 125715.00| 100.00000 147900.00 STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0310 616-05H14X117 463.000 LF | 60.00000 27780.00| 96.00000 44448.00| 160.00000 74080.00 STEEL BEARING PILES PREDRILLED AND | | | DRIVEN | | | 0315 617-02 1201.000 LF | 125.00000 150125.00| 110.00000 132110.00| 148.00000 177748.00 FERROUS METAL RAILING | | | 0317 631-01 LUMP| 140000.00000 140000.00| 92750.00000 92750.00| 107000.00000 107000.00 ELECTRICAL WORK | | | 0320 639-01 LUMP| 25000.00000 25000.00| 5250.00000 5250.00| 15700.00000 15700.00 CONSTRUCTION LAYOUT STAKES | | | 0325 679-02 91.000 CY | 750.00000 68250.00| 775.00000 70525.00| 1163.00000 105833.00 LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0330 679-06 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 555.00000 555.00 TEST SLAB | | | SECTION TOTALS | $ 2,790,670.00| $ 2,963,867.75| $ 3,009,021.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,157,471.00| $ 3,217,000.00| $ 3,507,917.37 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9620403 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 74000.00000 74000.00| | CLEARING AND GRUBBING | | | 0010 202-01(01) 1.000 LS | 57000.00000 57000.00| | BUILDING DEMOLITION | | | 0015 204-01 LUMP| 121000.00000 121000.00| | MOBILIZATION | | | 0020 207-01 581.000 CY | 32.00000 18592.00| | UNCLASSIFIED EXCAVATION | | | 0025 207-02 49.000 CY | 66.00000 3234.00| | SUBGRADE | | | 0030 207-34 442.000 SY | 1.35000 596.70| | FABRIC FOR SEPARATION | | | 0035 211-02 458.000 CY | 52.00000 23816.00| | ROCK BORROW EXCAVATION | | | 0037 218-02 11.000 CY | 208.00000 2288.00| | GROUTED RIPRAP | | | 0040 307-01 92.000 CY | 72.00000 6624.00| | CLASS 1 AGGREGATE BASE COURSE | | | 0045 408-02 36.000 GA | 1.15000 41.40| | BITUMINOUS MATERIAL | | | 0050 409-02 193.000 GA | 1.15000 221.95| | BITUMINOUS MATERIAL | | | 0060 502-01(12I) 120.000 SY | 160.00000 19200.00| | PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0062 601-02 66.000 CY | 1050.00000 69300.00| | CLASS B CONCRETE | | | 0063 602-02 927.000 LB | 1.00000 927.00| | EPOXY COATED REINFORCING STEELBARS | | | 0065 604-37(18)III 83.000 LF | 104.00000 8632.00| | REINFORCED CONCRETE PIPE | | | 0070 604-37(30)III 19.000 LF | 170.00000 3230.00| | REINFORCED CONCRETE PIPE | | | 0075 605-01-1 2.000 EA | 4400.00000 8800.00| | TYPE A MANHOLE, MODIFIED | | | 0080 605-03 5.000 EA | 3200.00000 16000.00| | TYPE A INLET | | | 0085 606-20(18) 219.000 LF | 21.00000 4599.00| | AGGREGATE FILLED FABRIC UNDERDRAINS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9620403 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 606-30 87.000 LF | 30.00000 2610.00| | OUTLET PIPE | | | 0095 609-01 244.000 SY | 85.00000 20740.00| | CONCRETE SIDEWALK | | | 0100 609-02 27.000 CY | 138.00000 3726.00| | BED COURSE MATERIAL | | | 0105 610-01(I) 119.000 LF | 80.00000 9520.00| | PLAIN CONCRETE CURBING | | | 0107 610-01(IV) 11.000 LF | 80.00000 880.00| | PLAIN CONCRETE CURBING | | | 0110 610-03(I) 98.000 LF | 85.00000 8330.00| | COMBINATION CONCRETE CURB AND GUTTER | | | 0115 610-03(I)MOD 59.000 LF | 85.00000 5015.00| | COMBINATION CONCRETE CURB AND GUTTER | | | (MODIFIED) | | | 0116 610-03(IV) 43.000 LF | 85.00000 3655.00| | COMBINATION CONCRETE CURB AND GUTTER | | | 0117 608-01(6F) 820.000 LF | 21.00000 17220.00| | RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0118 608-05(12F) 4.000 EA | 735.00000 2940.00| | VEHICULAR GATE, CHAIN LINK | | | 0120 636-11 6072.000 UN | 1.40000 8500.80| | TRAFFIC CONTROL DEVICES | | | 0125 636-12 3.000 EA | 340.00000 1020.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0130 636-13 150.000 EA | 6.00000 900.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0135 636-14 100.000 HR | 41.00000 4100.00| | FLAGGER | | | 0140 636-17 340.000 LF | 26.00000 8840.00| | TEMPORARY CONCRETE BARRIERS | | | 0145 636-23(01) 1.000 LS | 7700.00000 7700.00| | TEMPORARY TRAFFIC SIGNAL | | | 0150 636-25(A) 1200.000 DA | 0.60000 720.00| | WARNING LIGHTS | | | 0155 636-25(B) 2400.000 DA | 1.90000 4560.00| | WARNING LIGHTS | | | 0160 638-02 11.000 EA | 55.00000 605.00| | RIGHT OF WAY MARKERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9620403 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 639-01 LUMP| 9000.00000 9000.00| | CONSTRUCTION LAYOUT STAKES | | | 0170 640-01 LUMP| 16000.00000 16000.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0175 640-03 LUMP| 700.00000 700.00| | BUILDING EQUIPMENT | | | 0180 642-14 LUMP| 3200.00000 3200.00| | TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0210 663-01-1(II)W 1360.000 LF | 0.80000 1088.00| | EDGE LINE, WHITE | | | 0215 663-03-1(II) 1360.000 LF | 0.80000 1088.00| | BARRIER LINES | | | 0220 401-1(1)SG AA1 129.000 TN | 77.00000 9933.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0225 401-1(1)S AA2 123.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0230 402-01(1)SG BB1 31.000 TN | 143.00000 4433.00| | HMA SKID PVT, (W-1) ST OR GR | | | 0235 402-01(1)S BB2 28.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0240 401-7SG CC1 8.000 TN | 143.00000 1144.00| | SCRATCH COURSE, STONE OR GRAVEL | | | 0245 401-7S CC2 8.000 TN | | | SCRATCH COURSE, SLAG | | | 0255 604-76(30)A2 DD1 130.000 LF | 340.00000 44200.00| | ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0260 604-25(30)A2 DD2 130.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | SECTION TOTALS | $ 640,469.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4793 | | | 0265 203-01 LUMP| 515000.00000 515000.00| | DISMANTLING STRUCTURES | | | 0270 212-01 841.000 CY | 72.00000 60552.00| | STRUCTURE EXCAVATION | | | 0272 212-02 150.000 CY | 200.00000 30000.00| | WET EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9620403 COUNTIES : MONONGALIA LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 | | |ORDERS CONSTRUCTION COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 212-05 126.000 CY | 98.00000 12348.00| | SELECT MATERIAL FOR BACKFILLING | | | 0280 601-02 1280.000 CY | 521.00000 666880.00| | CLASS B CONCRETE | | | 0285 601-03 918.000 CY | 521.00000 478278.00| | CLASS K CONCRETE | | | 0290 602-01 122840.000 LB | 0.63000 77389.20| | REINFORCING STEEL BARS | | | 0295 602-02 244228.000 LB | 0.79000 192940.12| | EPOXY COATED REINFORCING STEELBARS | | | 0297 614-3(8) 773.000 SF | 21.50000 16619.50| | CONCRETE LAGGING | | | 0300 615-01 1.000 LS | 865000.00000 865000.00| | STEEL SUPERSTRUCTURE | | | 0305 616-05HP12X53 1479.000 LF | 130.00000 192270.00| | STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0310 616-05H14X117 463.000 LF | 179.00000 82877.00| | STEEL BEARING PILES PREDRILLED AND | | | DRIVEN | | | 0315 617-02 1201.000 LF | 159.00000 190959.00| | FERROUS METAL RAILING | | | 0317 631-01 LUMP| 94800.00000 94800.00| | ELECTRICAL WORK | | | 0320 639-01 LUMP| 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKES | | | 0325 679-02 91.000 CY | 900.00000 81900.00| | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0330 679-06 LUMP| 4600.00000 4600.00| | TEST SLAB | | | SECTION TOTALS | $ 3,567,412.82| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,207,882.67| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 9902125R1 COUNTIES : NICHOLAS LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : MT. NEBO INTERSECTION PROJECT(S) : U334-0019/00-005.01 00 ONHG 0019 208 E00 LOCATION: BEG:0.25 MI S WV129 END:0.18 MI N WV129 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 332,898.76 100.0000% 2 55-0552700 WACO OIL & GAS CO., INC. $ 367,425.64 110.3715% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9902125R1 COUNTIES : NICHOLAS LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0552700 | |WEST VIRGINIA PAVING, INC. |WACO OIL & GAS CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC AND SAFETY | | | 0005 201-01 1.000 LS | 1.00000 1.00| 4280.00000 4280.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 11500.00000 11500.00| 5500.00000 5500.00| MOBILIZATION | | | 0015 207-01 1086.000 CY | 18.50000 20091.00| 15.55000 16887.30| UNCLASSIFIED EXCAVATION | | | 0020 207-02 297.000 CY | 35.50000 10543.50| 47.08000 13982.76| SUBGRADE | | | 0025 207-34 2144.000 SY | 0.50000 1072.00| 1.23000 2637.12| FABRIC FOR SEPARATION | | | 0030 211-01 200.000 CY | 12.50000 2500.00| 23.00000 4600.00| UNCLASSIFIED BORROW EXCAVATION | | | 0035 311-06 255.000 CY | 60.00000 15300.00| 68.50000 17467.50| OPEN GRADED FREE DRAINING BASE COURSE | | | 0040 408-01 12.000 TN | 16.50000 198.00| 100.00000 1200.00| TACK COAT AGGREGATE | | | 0045 415-01 350.000 SY | 14.25000 4987.50| 14.75000 5162.50| REMOVE BITUMINOUS CONCRETE SURFACE | | | 0050 606-29 715.000 LF | 13.95000 9974.25| 10.16000 7264.40| FREE DRAINING BASE (FDB) TRENCH | | | 0055 606-30 113.000 LF | 22.75000 2570.75| 26.21000 2961.73| OUTLET PIPE | | | 0060 608-01(5F) 660.000 LF | 17.40000 11484.00| 24.29000 16031.40| RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0065 636-07 400.000 LF | 2.10000 840.00| 2.14000 856.00| ERADICATION OF PAVEMENT MARKINGS | | | 0070 636-08 1542.000 LF | 1.32000 2035.44| 1.34000 2066.28| TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0075 636-09 4200.000 LF | 1.06000 4452.00| 1.07000 4494.00| TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0080 636-11 12170.000 UN | 1.07000 13021.90| 1.07000 13021.90| TRAFFIC CONTROL DEVICES | | | 0085 636-12 1.000 EA | 530.00000 530.00| 374.50000 374.50| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0090 636-13 20.000 EA | 10.55000 211.00| 10.70000 214.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9902125R1 COUNTIES : NICHOLAS LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0552700 | |WEST VIRGINIA PAVING, INC. |WACO OIL & GAS CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-14 120.000 HR | 38.00000 4560.00| 38.00000 4560.00| FLAGGER | | | 0100 636-21 80.000 DA | 60.00000 4800.00| 16.05000 1284.00| ELECTRIC ARROW | | | 0105 636-25(B) 1000.000 DA | 1.60000 1600.00| 1.60000 1600.00| WARNING LIGHTS | | | 0110 639-01 LUMP| 1500.00000 1500.00| 2140.00000 2140.00| CONSTRUCTION LAYOUT STAKES | | | 0115 642-13 LUMP| 350.00000 350.00| 1070.00000 1070.00| TEMPORARY POLLUTION CONTROL | | | 0120 652-01 0.668 TN | 115.00000 76.82| 64.20000 42.89| AGRICULTURAL LIMESTONE | | | 0125 652-02-1 0.168 TN | 475.00000 79.80| 299.60000 50.33| FERTILIZER, 10-20-10 | | | 0130 652-02-2 0.050 TN | 1750.00000 87.50| 963.00000 48.15| UREA FORMALDEHYDE FERTILIZER | | | 0135 652-03-05 41.000 LB | 17.20000 705.20| 104.86000 4299.26| SEED MIXTURE L | | | 0140 652-04-1 0.668 TN | 800.00000 534.40| 278.20000 185.84| STRAW OR HAY MULCH | | | 0145 652-04-2 0.250 TN | 450.00000 112.50| 278.20000 69.55| WOOD CELLULOSE FIBER MULCH | | | 0150 657-06(S4X7.7 6.000 LF | 120.00000 720.00| 42.80000 256.80| A-441SUPPORTS, GALVANIZED | | | 0155 657-06(W6X12) 157.000 LF | 23.75000 3728.75| 53.50000 8399.50| A-441SUPPORTS, GALVANIZED | | | 0160 657-17 6.800 CY | 875.00000 5950.00| 1177.00000 8003.60| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0165 657-18 8.000 EA | 150.00000 1200.00| 160.50000 1284.00| POST REMOVAL | | | 0170 659-01(1)175W LUMP| 1320.00000 1320.00| 1337.50000 1337.50| SIGN LIGHTING TYPE 3 (175W) | | | 0175 659-01(2)175W LUMP| 1320.00000 1320.00| 1337.50000 1337.50| SIGN LIGHTING TYPE 3 (175W) | | | 0180 660-01 LUMP| 10100.00000 10100.00| 10218.00000 10218.00| SIGNAL CONTROLLERS 01 | | | 0185 660-02(LPS-C) 8.000 EA | 175.00000 1400.00| 172.53000 1380.24| TRAFFIC DETECTORS | | | 0190 660-03(V-12) 36.000 EA | 315.00000 11340.00| 315.65000 11363.40| SIGNAL SECTIONS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9902125R1 COUNTIES : NICHOLAS LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0552700 | |WEST VIRGINIA PAVING, INC. |WACO OIL & GAS CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 660-04(C1)A 4.000 EA | 4475.00000 17900.00| 4531.50000 18126.00| SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0200 660-05(H) 12.000 EA | 860.00000 10320.00| 866.70000 10400.40| JUNCTION BOXES, TYPE H | | | 0205 660-07 LUMP| 51850.00000 51850.00| 52563.75000 52563.75| MISCELLANEOUS SIGNAL 01 | | | 0210 660-07 LUMP| 11500.00000 11500.00| 11502.50000 11502.50| MISCELLANEOUS SIGNAL 02 | | | 0215 661-01(1) 8.000 SF | 180.00000 1440.00| 48.15000 385.20| (0.080),FLAT SHEET SIGNS | | | 0220 661-02 162.000 SF | 22.25000 3604.50| 64.20000 10400.40| EXTRUDED PANEL SIGNS | | | 0225 661-11 4.000 EA | 650.00000 2600.00| 160.50000 642.00| INSTALLATION OF REUSABLE SIGNS | | | 0230 662-07(250)W 2.000 EA | 400.00000 800.00| 401.25000 802.50| LUMINAIRES | | | 0235 662-14 LUMP| 110.00000 110.00| 214.00000 214.00| INCIDENTAL ELECTRICAL WORK | | | 0240 663-01-1(II)W 808.000 LF | 1.10000 888.80| 1.07000 864.56| EDGE LINE, WHITE | | | 0245 663-01-1(II)Y 853.000 LF | 1.10000 938.30| 1.07000 912.71| EDGE LINE, YELLOW | | | 0250 663-02-1(II)W 164.000 LF | 1.10000 180.40| 1.07000 175.48| LANE LINE OR CENTERLINE, WHITE | | | 0255 663-04(II) 360.000 LF | 1.60000 576.00| 1.61000 579.60| TYPE II CHANNELIZING LINES | | | 0260 663-05(V) 225.000 LF | 11.75000 2643.75| 11.77000 2648.25| TYPE V, STOP LINES | | | 0265 663-10(V) 10.000 EA | 225.00000 2250.00| 2140.00000 21400.00| TYPE V, LANE ARROWS | | | 0270 401-1(1)SG AA1 1108.000 TN | 40.15000 44486.20| 35.62000 39466.96| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0275 401-1(1)S AA2 1008.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0280 401-1(2)SG BB1 282.000 TN | 45.00000 12690.00| 42.62000 12018.84| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0285 401-1(2)S BB2 257.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9902125R1 COUNTIES : NICHOLAS LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0552700 | |WEST VIRGINIA PAVING, INC. |WACO OIL & GAS CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 402-01(1)SG CC1 117.000 TN | 45.50000 5323.50| 54.62000 6390.54| HMA SKID PVT, (W-1) ST OR GR | | | 0295 402-01(1)S CC2 107.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 332,898.76| $ 367,425.64| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 332,898.76| $ 367,425.64| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 9930625 COUNTIES : CALHOUN JACKSON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 WOOD OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE GUARDRAIL REPAIR/REPLACEMENT PROJECT(S) : R083-0REM/GR-000.00 00 LOCATION: VARIOUS ROUTES 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1000923 PENN LINE SERVICE, INC. $ 510,980.00 100.0000% 2 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 518,455.00 101.4628% 55-0766776 MT STATE GUARDRAIL & FENCE SERVICE LLC IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9930625 COUNTIES : CALHOUN JACKSON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 WOOD OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1000923 |(2) 25-1271209 | |PENN LINE SERVICE, INC. |GREEN ACRES CONTRACTING COMP| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DISTRICT WIDE GUARDRAIL REPAIR/REPLACEMENT | | | 0005 204-02 3000.000 MI | 0.01000 30.00| 0.01000 30.00| MOBILIZATION PER COUNTY | | | 0010 204-03 25.000 EA | 1.00000 25.00| 100.00000 2500.00| MOBILIZATION PER JOB ORDER | | | 0015 204-04 10.000 EA | 1000.00000 10000.00| 800.00000 8000.00| EMERGENCY MOBILIZATION | | | 0020 607-01(I) 15000.000 LF | 15.00000 225000.00| 15.50000 232500.00| TYPE 1 GUARDRAIL | | | 0025 607-01(II) 2000.000 LF | 9.00000 18000.00| 9.00000 18000.00| TYPE 1 GUARDRAIL | | | 0030 607-01(III) 2000.000 LF | 8.50000 17000.00| 8.25000 16500.00| TYPE 1 GUARDRAIL | | | 0035 607-05(I) 200.000 LF | 10.00000 2000.00| 14.00000 2800.00| TYPE 5 GUARDRAIL | | | 0040 607-06 20.000 EA | 850.00000 17000.00| 800.00000 16000.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0045 607-07 20.000 EA | 650.00000 13000.00| 750.00000 15000.00| W BEAM GUARDRAIL BRIDGE TRANSITION | | | 0050 607-09-1 1000.000 LF | 4.50000 4500.00| 3.80000 3800.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607-10-1(A) 5000.000 LF | 1.00000 5000.00| 1.00000 5000.00| GUARDRAIL REMOVAL | | | 0060 607-25(A) 10.000 EA | 200.00000 2000.00| 150.00000 1500.00| CUT SLOPE TERMINAL, TYPE A | | | 0065 607-25(A)1 10.000 EA | 400.00000 4000.00| 450.00000 4500.00| MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0070 607-25(B) 10.000 EA | 300.00000 3000.00| 300.00000 3000.00| CUT SLOPE TERMINAL, TYPE B | | | 0075 607-25(B)-1 10.000 EA | 550.00000 5500.00| 500.00000 5000.00| MOD. CUT SLOPE TERMINAL TYPE B | | | 0080 607-30 5.000 EA | 275.00000 1375.00| 375.00000 1875.00| SPECIAL TRAILING END TERMINAL | | | 0085 607-31 5.000 EA | 1400.00000 7000.00| 1500.00000 7500.00| SPECIAL APPROACH END TERMINAL | | | 0090 607-35 500.000 EA | 175.00000 87500.00| 180.00000 90000.00| GUARDRAIL ELEMENT | | | 0095 607-36 20.000 EA | 30.00000 600.00| 30.00000 600.00| END SHOE FOR CUT TERMINALS AND BRIDGE | | | CONNECTIONS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9930625 COUNTIES : CALHOUN JACKSON LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 WOOD OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1000923 |(2) 25-1271209 | |PENN LINE SERVICE, INC. |GREEN ACRES CONTRACTING COMP| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607-37 40.000 EA | 35.00000 1400.00| 30.00000 1200.00| BUFFER END SECTION | | | 0105 607-38 100.000 EA | 5.00000 500.00| 5.00000 500.00| STEEL GUARDRAIL BLOCK | | | 0110 607-39 250.000 EA | 6.00000 1500.00| 3.00000 750.00| TREATED WOOD BLOCK (6IX6IX14I) | | | 0115 607-40 50.000 EA | 6.00000 300.00| 3.50000 175.00| TREATED WOOD BLOCK (8IX6IX14I) | | | 0120 607-41 25.000 EA | 180.00000 4500.00| 200.00000 5000.00| CURVED RAIL ELEMENT (13 FT-6.5 IN) | | | 0125 607-42 250.000 EA | 32.00000 8000.00| 30.00000 7500.00| STEEL POSTS (6') | | | 0130 607-43 50.000 EA | 35.00000 1750.00| 35.00000 1750.00| STEEL POSTS (8') | | | 0135 607-44 150.000 EA | 25.00000 3750.00| 20.00000 3000.00| TREATED WOOD POST (6IX8IX6FT) | | | 0140 607-45 15.000 EA | 40.00000 600.00| 50.00000 750.00| TREATED WOOD POST (5.5IX7.5IN X 3FT-8IN)| | | 0145 607-46 50.000 EA | 20.00000 1000.00| 20.00000 1000.00| TREATED WOOD POST, 7 IN ROUND X 6 FT | | | 0150 607-47 25.000 EA | 10.00000 250.00| 20.00000 500.00| TREATED WOOD POST, 10X10 IN X 6 FT | | | 0155 607-48 10.000 EA | 70.00000 700.00| 100.00000 1000.00| STRUCTURE MOUNTED POST, ANCHORED | | | 0160 607-49 5.000 EA | 40.00000 200.00| 45.00000 225.00| STEEL POSTS (10') | | | 0165 607-51 200.000 EA | 10.00000 2000.00| 15.00000 3000.00| REMOVE & RESET GUARDRAIL POST | | | 0170 607-65 20.000 EA | 1500.00000 30000.00| 1400.00000 28000.00| FLARED END TERMINAL | | | 0175 607-66 20.000 EA | 1600.00000 32000.00| 1500.00000 30000.00| TANGENT END TERMINAL | | | SECTION TOTALS | $ 510,980.00| $ 518,455.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 510,980.00| $ 518,455.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9734608R2 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : SOUTH BROADWAY INDUSTRIAL ACCESS ROAD PROJECT(S) : X354-0095/04-000.04 00 LOCATION: 0.04 MI S CO 95/1 - IND SITE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 603,469.10 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 613,947.74 101.7364% 3 55-0747124 GRANDVIEW CONSTRUCTION, INC. $ 678,306.80 112.4012% 4 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 686,119.00 113.6957% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 742,144.80 122.9797% 6 31-4444098 ALAN STONE CO., INC. $ 800,829.00 132.7042% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9734608R2 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 |(3) 55-0747124 |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. |GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INDUSTRIAL ACCESS ROAD | | | 0005 201-01 1.000 LS | 5000.00000 5000.00| 4778.02000 4778.02| 21000.00000 21000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 20000.00000 20000.00| 5704.84000 5704.84| 17000.00000 17000.00 MOBILIZATION | | | 0015 207-01 4835.000 CY | 7.50000 36262.50| 14.51000 70155.85| 9.50000 45932.50 UNCLASSIFIED EXCAVATION | | | 0020 207-02 1580.000 CY | 36.00000 56880.00| 39.84000 62947.20| 35.00000 55300.00 SUBGRADE | | | 0025 207-34 8861.000 SY | 0.85000 7531.85| 0.92000 8152.12| 1.00000 8861.00 FABRIC FOR SEPARATION | | | 0030 211-02 979.000 CY | 33.00000 32307.00| 40.66000 39806.14| 46.00000 45034.00 ROCK BORROW EXCAVATION | | | 0035 307-01 976.000 CY | 36.00000 35136.00| 31.40000 30646.40| 33.50000 32696.00 CLASS 1 AGGREGATE BASE COURSE | | | 0040 308-01 193.000 TN | 20.00000 3860.00| 23.65000 4564.45| 19.50000 3763.50 CLASS 1 AGGREGATE BASE COURSE | | | 0045 409-02 3598.000 GA | 0.90000 3238.20| 1.03000 3705.94| 1.10000 3957.80 BITUMINOUS MATERIAL | | | 0050 601-02 6.480 CY | 1400.00000 9072.00| 723.69000 4689.51| 1750.00000 11340.00 CLASS B CONCRETE | | | 0055 607-01(II) 325.000 LF | 12.00000 3900.00| 14.55000 4728.75| 20.60000 6695.00 TYPE 1 GUARDRAIL | | | 0060 636-11 13180.000 UN | 0.20000 2636.00| 0.99000 13048.20| 1.15000 15157.00 TRAFFIC CONTROL DEVICES | | | 0065 636-12 2.000 EA | 10.00000 20.00| 349.28000 698.56| 350.00000 700.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0070 636-13 50.000 EA | 2.00000 100.00| 2.91000 145.50| 4.50000 225.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0075 636-14 300.000 HR | 32.00000 9600.00| 41.34000 12402.00| 37.00000 11100.00 FLAGGER | | | 0080 636-25(B) 900.000 DA | 1.50000 1350.00| 1.75000 1575.00| 1.80000 1620.00 WARNING LIGHTS | | | 0085 639-01 LUMP| 12000.00000 12000.00| 3284.12000 3284.12| 7000.00000 7000.00 CONSTRUCTION LAYOUT STAKES | | | 0090 640A-1 LUMP| 4000.00000 4000.00| 4657.02000 4657.02| 5500.00000 5500.00 MINIMAL FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9734608R2 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 |(3) 55-0747124 |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. |GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 642-13 LUMP| 2000.00000 2000.00| 473.94000 473.94| 2000.00000 2000.00 TEMPORARY POLLUTION CONTROL | | | 0100 655-02(B) 84.000 SY | 9.25000 777.00| 5.51000 462.84| 11.15000 936.60 PERMANENT EROSION MATTING-TYPE B | | | 0105 401-1(1)SG AA1 2040.000 TN | 29.00000 59160.00| 34.73000 70849.20| 46.00000 93840.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0110 401-1(1)S AA2 1855.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0115 401-2(1)SG BB1 367.000 TN | 32.00000 11744.00| 40.80000 14973.60| 61.25000 22478.75 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0120 401-2(1)S BB2 275.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0125 636-02SG CC1 114.000 TN | 10.00000 1140.00| 34.67000 3952.38| 18.00000 2052.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0130 636-02S CC2 125.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 317,714.55| $ 366,401.58| $ 414,189.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 INTERSECTION IMPROVEMENT | | | 0135 207-01 20.000 CY | 30.00000 600.00| 21.27000 425.40| 30.00000 600.00 UNCLASSIFIED EXCAVATION | | | 0140 207-02 103.000 CY | 40.00000 4120.00| 39.29000 4046.87| 34.00000 3502.00 SUBGRADE | | | 0145 207-34 614.000 SY | 2.00000 1228.00| 0.70000 429.80| 1.00000 614.00 FABRIC FOR SEPARATION | | | 0150 307-01 68.000 CY | 60.00000 4080.00| 28.88000 1963.84| 35.50000 2414.00 CLASS 1 AGGREGATE BASE COURSE | | | 0155 308-01 153.000 TN | 20.00000 3060.00| 24.47000 3743.91| 20.25000 3098.25 CLASS 1 AGGREGATE BASE COURSE | | | 0160 408-02 277.000 GA | 0.90000 249.30| 0.70000 193.90| 1.15000 318.55 BITUMINOUS MATERIAL | | | 0165 409-02 2485.000 GA | 0.90000 2236.50| 0.87000 2161.95| 1.15000 2857.75 BITUMINOUS MATERIAL | | | 0170 415-01 1107.000 SY | 4.25000 4704.75| 9.10000 10073.70| 3.30000 3653.10 REMOVE BITUMINOUS CONCRETE SURFACE | | | 0175 601-02 3.200 CY | 1400.00000 4480.00| 535.28000 1712.90| 1000.00000 3200.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9734608R2 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 |(3) 55-0747124 |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. |GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 609-01 63.000 SY | 60.00000 3780.00| 32.73000 2061.99| 40.00000 2520.00 CONCRETE SIDEWALK | | | 0185 609-02 7.000 CY | 66.00000 462.00| 84.81000 593.67| 36.00000 252.00 BED COURSE MATERIAL | | | 0190 610-01(I) 89.000 LF | 22.00000 1958.00| 18.36000 1634.04| 37.00000 3293.00 PLAIN CONCRETE CURBING | | | 0195 401-1(1)SG DD1 202.000 TN | 42.00000 8484.00| 40.48000 8176.96| 56.00000 11312.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0200 401-1(1)S DD2 184.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0205 401-2(1)SG EE1 302.000 TN | 32.00000 9664.00| 40.85000 12336.70| 61.00000 18422.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0210 401-2(1)S EE2 275.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 49,106.55| $ 49,555.63| $ 56,056.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 NON-IAR FUNDED ITEMS | | | 0215 604-01(18)A2 296.000 LF | 60.00000 17760.00| 55.71000 16490.16| 36.00000 10656.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0220 604-01(24)A2 1447.000 LF | 65.00000 94055.00| 60.48000 87514.56| 46.00000 66562.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0225 605-04 16.000 EA | 2500.00000 40000.00| 1431.98000 22911.68| 1650.00000 26400.00 TYPE B INLET | | | 0230 605-09 3.000 EA | 2700.00000 8100.00| 1516.70000 4550.10| 1900.00000 5700.00 TYPE G INLET | | | 0235 609-01 56.000 SY | 60.00000 3360.00| 35.59000 1993.04| 40.00000 2240.00 CONCRETE SIDEWALK | | | 0240 609-02 7.000 CY | 66.00000 462.00| 151.11000 1057.77| 35.00000 245.00 BED COURSE MATERIAL | | | 0245 610-01(I) 313.000 LF | 22.00000 6886.00| 20.28000 6347.64| 33.20000 10391.60 PLAIN CONCRETE CURBING | | | 0250 610-03(I) 1854.000 LF | 25.00000 46350.00| 19.39000 35949.06| 35.35000 65538.90 COMBINATION CONCRETE CURB AND GUTTER | | | 0255 610-03(IV) 735.000 LF | 25.00000 18375.00| 27.35000 20102.25| 26.50000 19477.50 COMBINATION CONCRETE CURB AND GUTTER | | | 0260 675-18 1.000 EA | 1300.00000 1300.00| 1074.27000 1074.27| 850.00000 850.00 ADJUSTING MANHOLE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9734608R2 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 |(3) 55-0747124 |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. |GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 236,648.00| $ 197,990.53| $ 208,061.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 603,469.10| $ 613,947.74| $ 678,306.80 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9734608R2 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 |(5) 55-0710073 |(6) 31-4444098 |MOUNTAINEER CONTRACTORS, INC|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 INDUSTRIAL ACCESS ROAD | | | 0005 201-01 1.000 LS | 32858.78000 32858.78| 39000.00000 39000.00| 17000.00000 17000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 14840.00000 14840.00| 20000.00000 20000.00| 25000.00000 25000.00 MOBILIZATION | | | 0015 207-01 4835.000 CY | 10.00000 48350.00| 20.00000 96700.00| 16.00000 77360.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 1580.000 CY | 40.00000 63200.00| 43.00000 67940.00| 41.00000 64780.00 SUBGRADE | | | 0025 207-34 8861.000 SY | 1.00000 8861.00| 1.00000 8861.00| 1.36000 12050.96 FABRIC FOR SEPARATION | | | 0030 211-02 979.000 CY | 30.00000 29370.00| 45.00000 44055.00| 37.00000 36223.00 ROCK BORROW EXCAVATION | | | 0035 307-01 976.000 CY | 40.00000 39040.00| 58.00000 56608.00| 42.00000 40992.00 CLASS 1 AGGREGATE BASE COURSE | | | 0040 308-01 193.000 TN | 25.00000 4825.00| 50.00000 9650.00| 43.00000 8299.00 CLASS 1 AGGREGATE BASE COURSE | | | 0045 409-02 3598.000 GA | 0.50000 1799.00| 1.00000 3598.00| 1.20000 4317.60 BITUMINOUS MATERIAL | | | 0050 601-02 6.480 CY | 340.00000 2203.20| 1000.00000 6480.00| 1300.00000 8424.00 CLASS B CONCRETE | | | 0055 607-01(II) 325.000 LF | 12.50000 4062.50| 16.00000 5200.00| 20.00000 6500.00 TYPE 1 GUARDRAIL | | | 0060 636-11 13180.000 UN | 0.85000 11203.00| 0.01000 131.80| 1.55000 20429.00 TRAFFIC CONTROL DEVICES | | | 0065 636-12 2.000 EA | 0.01000 0.02| 300.00000 600.00| 50.00000 100.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0070 636-13 50.000 EA | 0.01000 0.50| 3.00000 150.00| 40.00000 2000.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0075 636-14 300.000 HR | 35.00000 10500.00| 0.01000 3.00| 37.00000 11100.00 FLAGGER | | | 0080 636-25(B) 900.000 DA | 1.50000 1350.00| 1.50000 1350.00| 1.66000 1494.00 WARNING LIGHTS | | | 0085 639-01 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKES | | | 0090 640A-1 LUMP| 1500.00000 1500.00| 10000.00000 10000.00| 6000.00000 6000.00 MINIMAL FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9734608R2 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 |(5) 55-0710073 |(6) 31-4444098 |MOUNTAINEER CONTRACTORS, INC|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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 642-13 LUMP| 100.00000 100.00| 500.00000 500.00| 1200.00000 1200.00 TEMPORARY POLLUTION CONTROL | | | 0100 655-02(B) 84.000 SY | 8.50000 714.00| 33.00000 2772.00| 25.00000 2100.00 PERMANENT EROSION MATTING-TYPE B | | | 0105 401-1(1)SG AA1 2040.000 TN | 44.00000 89760.00| 40.00000 81600.00| 53.00000 108120.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0110 401-1(1)S AA2 1855.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0115 401-2(1)SG BB1 367.000 TN | 52.00000 19084.00| 44.00000 16148.00| 58.00000 21286.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0120 401-2(1)S BB2 275.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0125 636-02SG CC1 114.000 TN | 50.00000 5700.00| 25.00000 2850.00| 20.00000 2280.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0130 636-02S CC2 125.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 399,321.00| $ 484,196.80| $ 483,055.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 INTERSECTION IMPROVEMENT | | | 0135 207-01 20.000 CY | 10.00000 200.00| 30.00000 600.00| 26.00000 520.00 UNCLASSIFIED EXCAVATION | | | 0140 207-02 103.000 CY | 40.00000 4120.00| 46.00000 4738.00| 44.00000 4532.00 SUBGRADE | | | 0145 207-34 614.000 SY | 1.00000 614.00| 1.00000 614.00| 1.50000 921.00 FABRIC FOR SEPARATION | | | 0150 307-01 68.000 CY | 40.00000 2720.00| 68.00000 4624.00| 44.00000 2992.00 CLASS 1 AGGREGATE BASE COURSE | | | 0155 308-01 153.000 TN | 25.00000 3825.00| 48.00000 7344.00| 46.00000 7038.00 CLASS 1 AGGREGATE BASE COURSE | | | 0160 408-02 277.000 GA | 0.50000 138.50| 1.00000 277.00| 1.44000 398.88 BITUMINOUS MATERIAL | | | 0165 409-02 2485.000 GA | 0.50000 1242.50| 1.00000 2485.00| 1.12000 2783.20 BITUMINOUS MATERIAL | | | 0170 415-01 1107.000 SY | 7.00000 7749.00| 7.00000 7749.00| 5.88000 6509.16 REMOVE BITUMINOUS CONCRETE SURFACE | | | 0175 601-02 3.200 CY | 500.00000 1600.00| 250.00000 800.00| 1566.00000 5011.20 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 014 -8 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9734608R2 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 |(5) 55-0710073 |(6) 31-4444098 |MOUNTAINEER CONTRACTORS, INC|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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 609-01 63.000 SY | 102.00000 6426.00| 38.00000 2394.00| 98.00000 6174.00 CONCRETE SIDEWALK | | | 0185 609-02 7.000 CY | 130.00000 910.00| 100.00000 700.00| 55.00000 385.00 BED COURSE MATERIAL | | | 0190 610-01(I) 89.000 LF | 50.00000 4450.00| 50.00000 4450.00| 38.00000 3382.00 PLAIN CONCRETE CURBING | | | 0195 401-1(1)SG DD1 202.000 TN | 44.00000 8888.00| 58.00000 11716.00| 62.00000 12524.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0200 401-1(1)S DD2 184.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0205 401-2(1)SG EE1 302.000 TN | 52.00000 15704.00| 44.00000 13288.00| 64.00000 19328.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0210 401-2(1)S EE2 275.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 58,587.00| $ 61,779.00| $ 72,498.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 NON-IAR FUNDED ITEMS | | | 0215 604-01(18)A2 296.000 LF | 34.00000 10064.00| 38.00000 11248.00| 41.00000 12136.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0220 604-01(24)A2 1447.000 LF | 45.00000 65115.00| 41.00000 59327.00| 63.00000 91161.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0225 605-04 16.000 EA | 1200.00000 19200.00| 1500.00000 24000.00| 2466.00000 39456.00 TYPE B INLET | | | 0230 605-09 3.000 EA | 2000.00000 6000.00| 1300.00000 3900.00| 2100.00000 6300.00 TYPE G INLET | | | 0235 609-01 56.000 SY | 102.00000 5712.00| 38.00000 2128.00| 98.00000 5488.00 CONCRETE SIDEWALK | | | 0240 609-02 7.000 CY | 130.00000 910.00| 100.00000 700.00| 54.00000 378.00 BED COURSE MATERIAL | | | 0245 610-01(I) 313.000 LF | 50.00000 15650.00| 36.00000 11268.00| 32.00000 10016.00 PLAIN CONCRETE CURBING | | | 0250 610-03(I) 1854.000 LF | 40.00000 74160.00| 32.00000 59328.00| 30.00000 55620.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0255 610-03(IV) 735.000 LF | 40.00000 29400.00| 32.00000 23520.00| 32.00000 23520.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0260 675-18 1.000 EA | 2000.00000 2000.00| 750.00000 750.00| 1200.00000 1200.00 ADJUSTING MANHOLE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 014 -9 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9734608R2 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 |(5) 55-0710073 |(6) 31-4444098 |MOUNTAINEER CONTRACTORS, INC|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 TOTALS | $ 228,211.00| $ 196,169.00| $ 245,275.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 686,119.00| $ 742,144.80| $ 800,829.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 9800912R1 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : EAST STREET VIADUCT PROJECT(S) : S354-A014/00-001.82 00 STHI 0014 083 E00 LOCATION: 0.14 MI S US 50-0.11 MI S US 50 / WV 14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 41-0337130 AL JOHNSON CONSTRUCTION CO. & SUBSIDIARIES $ 806,760.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,073,900.50 133.1127% 3 31-1316393 AHERN & ASSOCIATES, INC. $ 1,342,800.00 166.4435% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9800912R1 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 41-0337130 |(2) 55-0487806 |(3) 31-1316393 |AL JOHNSON CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 STRUCTURE RENOVATION I000 | | | 0005 201-01 1.000 LS | 15000.00000 15000.00| 111000.00000 111000.00| 308573.50000 308573.50 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 30000.00000 30000.00| 49000.00000 49000.00| 40200.00000 40200.00 MOBILIZATION | | | 0015 207-01 137.000 CY | 30.00000 4110.00| 110.00000 15070.00| 85.00000 11645.00 UNCLASSIFIED EXCAVATION | | | 0020 211-01 37.000 CY | 70.00000 2590.00| 85.00000 3145.00| 120.00000 4440.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 307-01SG AA1 135.000 TN | 54.00000 7290.00| 100.00000 13500.00| 50.00000 6750.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0030 307-01S AA2 126.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0035 401-1(2)SG BB1 79.000 TN | 126.00000 9954.00| 125.00000 9875.00| 112.00000 8848.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0040 401-1(2)S BB2 74.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0050 402S-01(1)SG CC1 23.000 TN | 150.00000 3450.00| 152.00000 3496.00| 135.00000 3105.00 SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0055 402S-01(1)S CC2 21.000 TN | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 0060 408-02 17.000 GA | 17.00000 289.00| 17.00000 289.00| 15.00000 255.00 BITUMINOUS MATERIAL | | | 0065 409-02 21.000 GA | 12.00000 252.00| 12.50000 262.50| 11.00000 231.00 BITUMINOUS MATERIAL | | | 0070 601-15C LUMP| 205000.00000 205000.00| 345000.00000 345000.00| 330000.00000 330000.00 REPAIR OF CONCRETE COLUMNS WITH FIBER | | | COMPOSITE WRAP SYSTEM | | | 0075 601-15E 480.000 LF | 30.00000 14400.00| 73.30000 35184.00| 53.00000 25440.00 SEALING CRACKS IN CONCRETE DECK | | | 0080 604-04(15)B2 6.000 LF | 300.00000 1800.00| 141.00000 846.00| 110.00000 660.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STL PIPE | | | 0085 605-02-1 1.000 EA | 3000.00000 3000.00| 2600.00000 2600.00| 2500.00000 2500.00 TYPE B MANHOLE, MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/13/00 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9800912R1 COUNTIES : WOOD LETTING DATE : 12/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 41-0337130 |(2) 55-0487806 |(3) 31-1316393 |AL JOHNSON CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 605-08-1 1.000 EA | 3500.00000 3500.00| 5200.00000 5200.00| 4000.00000 4000.00 TYPE F INLET, MODIFIED | | | 0095 607-05(II) 264.000 LF | 55.00000 14520.00| 50.50000 13332.00| 45.00000 11880.00 TYPE 5 GUARDRAIL | | | 0100 608-08(4F) 100.000 LF | 20.00000 2000.00| 14.00000 1400.00| 11.00000 1100.00 SAFETY FENCE | | | 0105 609-01 110.000 SY | 75.00000 8250.00| 76.00000 8360.00| 65.00000 7150.00 CONCRETE SIDEWALK | | | 0110 610-01(II) 515.000 LF | 45.00000 23175.00| 36.50000 18797.50| 60.00000 30900.00 PLAIN CONCRETE CURBING | | | 0115 623-01 1028.000 CW | 100.00000 102800.00| 168.50000 173218.00| 170.00000 174760.00 CEMENT FOR SHOTCRETE | | | 0120 623-02 3150.000 LB | 7.00000 22050.00| 6.00000 18900.00| 6.00000 18900.00 REINFORCING MESH | | | 0125 623-03 3800.000 EA | 3.00000 11400.00| 14.00000 53200.00| 15.00000 57000.00 HOOK EXPANSION ANCHOR BOLTS | | | 0130 636-11 5725.000 UN | 1.00000 5725.00| 1.11000 6354.75| 1.30000 7442.50 TRAFFIC CONTROL DEVICES | | | 0135 636-14 1000.000 HR | 30.00000 30000.00| 51.00000 51000.00| 36.50000 36500.00 FLAGGER | | | 0140 636-25(B) 1080.000 DA | 2.00000 2160.00| 1.40000 1512.00| 1.75000 1890.00 WARNING LIGHTS | | | 0145 639-01 LUMP| 4000.00000 4000.00| 6100.00000 6100.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0150 642-13 LUMP| 1500.00000 1500.00| 1400.00000 1400.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL | | | 0155 662-14 LUMP| 40000.00000 40000.00| 29500.00000 29500.00| 32500.00000 32500.00 INCIDENTAL ELECTRICAL WORK | | | 0160 663-01-1(II)W 515.000 LF | 3.00000 1545.00| 2.25000 1158.75| 2.00000 1030.00 EDGE LINE, WHITE | | | 0165 685-02 LUMP| 180000.00000 180000.00| 80000.00000 80000.00| 195500.00000 195500.00 REPAIR OF CONCRETE STRUCTURES WITH | | | CHLORIDE ION REMOVAL (DESALINATION) | | | 0170 688-01 LUMP| 40000.00000 40000.00| 7600.00000 7600.00| 6800.00000 6800.00 CLEANING AND PAINTING EXISTING STEEL | | | BRIDGES | | | 0175 688-03 LUMP| 17000.00000 17000.00| 7600.00000 7600.00| 6800.00000 6800.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 806,760.00| $ 1,073,900.50| $ 1,342,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 806,760.00| $ 1,073,900.50| $ 1,342,800.00 ====================================================================================================================================