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Learn more →Provide water main replacement and relocation services. This project consists of relocating water main in multiple locations. The construction of 595 LF of 12", and 205 LF of 8" ductile iron water main, removal of 165' of 6" AC watermain, 1 hydrant assembly and appurtenances and other work.
Posted Date
Nov 21, 2025
Due Date
Dec 16, 2025
Release: Nov 21, 2025
Close: Dec 16, 2025
Provide water main replacement and relocation services. This project consists of relocating water main in multiple locations. The construction of 595 LF of 12", and 205 LF of 8" ductile iron water main, removal of 165' of 6" AC watermain, 1 hydrant assembly and appurtenances and other work.
AvailableCleanout and redevelopment of Well 19 by a qualified, Washington licensed and bonded drilling or pump contractor (Contractor). Well 19 is a 10" diameter well. 386 FT below ground surface (bgs). Per the well construction diagram, the screen assembly consists of: 5 FT of 6" diameter tailpipe (386 to 381 feet bgs); 25 feet of 6" diameter, pipe-size, 30-slot, stainless-steel screen (381 to 356 feet bgs); 10 feet of 6" diameter blank casing (356 to 346 feet bgs); 5 feet of 6" diameter, pipe-size, 30-slot, stainless-steel pressure relief screen; and 10 feet of 6" diameter blank riser casing. A filter pack of 10-20 Colorado Silica sand is installed around the production screens and up between the 10-inch-diameter casing and screen assembly to provide a filter-pack reserve. Prior video surveys observed approximately 10 feet of sediment accumulation in the bottom the lower portion of the 6-inch-diameter screen assembly. The static water level in Well 19 was 191 feet bgs on July 23, 2025, and the specific capacity was 0.92 gallons per minute (gpm) per foot of drawdown at pumping rate 90 gpm.
Posted Date
Sep 17, 2025
Due Date
Oct 6, 2025
Release: Sep 17, 2025
Close: Oct 6, 2025
Cleanout and redevelopment of Well 19 by a qualified, Washington licensed and bonded drilling or pump contractor (Contractor). Well 19 is a 10" diameter well. 386 FT below ground surface (bgs). Per the well construction diagram, the screen assembly consists of: 5 FT of 6" diameter tailpipe (386 to 381 feet bgs); 25 feet of 6" diameter, pipe-size, 30-slot, stainless-steel screen (381 to 356 feet bgs); 10 feet of 6" diameter blank casing (356 to 346 feet bgs); 5 feet of 6" diameter, pipe-size, 30-slot, stainless-steel pressure relief screen; and 10 feet of 6" diameter blank riser casing. A filter pack of 10-20 Colorado Silica sand is installed around the production screens and up between the 10-inch-diameter casing and screen assembly to provide a filter-pack reserve. Prior video surveys observed approximately 10 feet of sediment accumulation in the bottom the lower portion of the 6-inch-diameter screen assembly. The static water level in Well 19 was 191 feet bgs on July 23, 2025, and the specific capacity was 0.92 gallons per minute (gpm) per foot of drawdown at pumping rate 90 gpm.
West Sound Utility District seeks construction services for the Powell Booster Pump Station, including demolition of the existing station, construction of a new building with pumps and associated systems, and installation of new water mains. The project requires compliance with state prevailing wage rates and is partially state-funded.
Posted Date
-
Due Date
Nov 4, 2024
Release: -
Close: Nov 4, 2024
West Sound Utility District seeks construction services for the Powell Booster Pump Station, including demolition of the existing station, construction of a new building with pumps and associated systems, and installation of new water mains. The project requires compliance with state prevailing wage rates and is partially state-funded.
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