Similar Projects
Last Updated | 06/02/2021 12:49 PM |
Project Title | Water System Improvements |
Physical Address | View project details and contacts |
City, State (County) | Pennsboro, WV (Ritchie County) |
Category(s) | Sewer and Water |
Sub-Category(s) | Water Lines |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 1 LS Mobilization/Demobilization, 1 LS Erosion and Sediment Control, 9650 LF 8" PVC C-900 DR-14 Water Line, 9050 LF 8" PVC C-900 DR-18 Water Line, 450 LF 8" DI CL52 Water Line, 350 LF 8” HDPE DR-11 Water Line (Horizontal Directional Drill), 8370 LF 6" PVC C-900 DR-14 Water Line, 1050 LF 6" PVC C-900 DR-18 Water Line, 170 LF 6" DI CL52 Water Line, 80 LF 4" PVC C-900 DR-18 Water Line, 1595 LF 2” PVC SDR-13.5 CL-315 Water Line, 250 LF 2” HDPE DR-11 Water Line (Horizontal Directional Drill), 170 LF 16" Steel Casing (Bore and Jack), 280 LF 16" Steel Casing (Open Cut), 60 LF 12" Steel Casing (Bore and Jack), 60 LF 12" Steel Casing (Open Cut), 40 LF 4" Steel Casing (Open Cut), 1100 LF 3/4" SDR-9 Service Tubing with Casing (Open Cut), 3700 LF 3/4" SDR-9 Service Tubing (Open Cut), 900 LF 3/4" SDR-9 Service Tubing (Bore and Jack), 420 LF 1" SDR-9 Service Tubing with Casing (Open Cut), 2000 LF 1" SDR-9 Service Tubing (Open Cut), 350 LF 1" SDR-9 Service Tubing (Bore and Jack), 150 LF 1” SDR-9 Service Tubing (Horizontal Directional Drill), 255 EA 5/8" Low Pressure Meter Setting, 50 EA 5/8” Low Pressure Meter Setting (Reuse Existing Meter), 3 EA 1" Low Pressure Meter Setting, 7 EA Leak Detection Meter Setting, 30 EA 8" Gate Valve, 40 EA 6" Gate Valve, 10 EA 2" Branch Connection, 2 EA Tie New 8” Water Line into Existing 8” Water Line, 6 EA Tie New 6” Water Line into Existing 6” Water Line, 1 EA Tie New 4” Water Line into Existing 4” Water Line, 5 EA Tie New 2” Water Line into Existing 2” Water Line, 3 EA Tie New 8” Water Line to Existing 6” Water Line, 1 EA 8” Hot Tap Existing 8” Water Line, 1 EA 8” Hot Tap Existing 10” Water Line, 4 EA Concrete Anchor, 1 EA Cut and Cap Existing 10" Water Line, 7 EA Cut and Cap Existing 8" Water Line, 10 EA Cut and Cap Existing 6" Water Line, 1 EA Cut and Cap Existing 4" Water Line, 5 EA Cut and Cap Existing 2" Water Line, 30 EA Demolish Existing Gate Valve, 44 EA Fire Hydrant Assembly, 2 EA Remove Existing Fire Hydrant Assembly, 37 EA Demolish Existing Fire Hydrant Assembly, 5 EA 2" Post Flushing Hydrant Assembly, 1 LS Industrial Park Tank Rehabilitation, 1 LS Allowance – Industrial Park Water Storage Tank Rehabilitation, 1 LS Allowance – Industrial Park Water Storage Tank Rehabilitation – Option #3, 1900 LF WVDOH Type “A” Trench Repair, 7000 LF WVDOH Type "B" Trench Repair, 6700 LF WVDOH Type "C" Trench Repair, 2050 LF Concrete Side-walk/Driveway Repair, 525 LF Temporary Sidewalk Repair, 1200 TN 2" HMA Overlay, 60000 SF 2" Gravel Drive Overlay, 275 LF Stream Bank Slope Protection, 375 LF Rock Lined Ditch, 1000 LBS Ductile Iron Fittings Not Shown on Plans, 20 EA Test Pit, 50 LF 8” or Larger Diameter Drain Line Repair, 100 LF 6” or Smaller Diameter Drain Line Repair. |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |