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Active opportunities open for bidding
Northshore Utility District
This project consists of the following work: Demolition and removal of existing Building B bay door, installation of new bay door, relocation of personnel door and affected utilities within building, installation of new concrete approach slab and asphalt truck ramp, and site restoration.
Posted Date
Jun 17, 2026
Due Date
Jul 8, 2026
Release: Jun 17, 2026
Northshore Utility District
Close: Jul 8, 2026
This project consists of the following work: Demolition and removal of existing Building B bay door, installation of new bay door, relocation of personnel door and affected utilities within building, installation of new concrete approach slab and asphalt truck ramp, and site restoration.
AvailableNorthshore Utility District
Approx. 950 LF of 6", 3,350 LF of 8", and 20 LF of 12" diameter restrained joint water main replacement and 8 connections to the existing water system. The work also includes replacement of 97 water services, 7 fire hydrants, 7 blowoff assemblies, and 1 air and vacuum relief valve (ARV) assembly. Existing water main and appurtenances shall be filled and abandoned in place. Restoration includes trench patching, asphalt grind & overlay, curb, sidewalk & 35 ADA ramp replacements.
Posted Date
Jan 23, 2026
Due Date
Feb 18, 2026
Release: Jan 23, 2026
Northshore Utility District
Close: Feb 18, 2026
Approx. 950 LF of 6", 3,350 LF of 8", and 20 LF of 12" diameter restrained joint water main replacement and 8 connections to the existing water system. The work also includes replacement of 97 water services, 7 fire hydrants, 7 blowoff assemblies, and 1 air and vacuum relief valve (ARV) assembly. Existing water main and appurtenances shall be filled and abandoned in place. Restoration includes trench patching, asphalt grind & overlay, curb, sidewalk & 35 ADA ramp replacements.
Northshore Utility District
The project consists of the following work: Schedule A - 190/35 Water Main Replacement Schedule A consists of the installation of approx. 18 LF of 8" restrained joint ductile iron water main, 280 LF of 6" restrained joint ductile iron water main, the replacement of seven (7) 1" water services, one (1) 2" blowoff assembly, appurtenances, and one connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay, and curb replacement. Schedule B - 190/60 Water Main Replacement: Schedule B consists of the installation of approx. 350 LF of 6" restrained joint ductile iron water main, the replacement of eleven (11) 1" water services, one (1) 2" blowoff and air-vac assembly, appurtenances, and one connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay, and curb and concrete replacement. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule C - 198/64 Water Main Replacement: Schedule C consists of the installation of approx. 260 LF of 6" restrained joint ductile iron water main, the replacement of seven (7) 1" water services, one (1) 2" blowoff assembly, appurtenances, and one connection to the existing system. Water main is replaced primarily within a private utility and access easement. Existing 2” water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule D - 145/104 Water Main Replacement: Schedule D consists of the installation of approx. 360 LF of 6" restrained joint ductile iron water main, the replacement of nineteen (19) 1" water services, three (3) 2" blowoff assemblies, appurtenances, and three connections to the existing system. Existing 2” water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay, curb and concrete replacement. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule E - Juanita/88 Water Main Replacement: Schedule E consists of the installation of approx. 190 LF of 6" restrained joint ductile iron water main, the replacement of six (6) 1" water services, one (1) 2" blowoff assembly, one (1) fire hydrant assembly, appurtenances, and one connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay. Schedule F - 120/80 Water Main Replacement: Schedule F consists of the installation of approx. 475 LF of 8" restrained joint ductile iron water main, 365 LF of 6" restrained joint ductile iron water main, the replacement of twenty-four (24) 1" water services, three (3) 2" blowoff assemblies, one (1) fire hydrant assembly, appurtenances, and one (1) connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching and curb and concrete replacement. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule G - 124/106 Water Main Replacement: Schedule G consists of the installation of approx. 675 LF of 8" restrained joint ductile iron water main, 105 LF of 6" restrained joint ductile iron water main, the replacement of sixteen (16) 1" water services, one (1) 2" blowoff assembly, one (1) fire hydrant assembly, appurtenances, and three (3) connection to the existing system. Existing AC water main and appurtenances shall be abandoned in place to the extent feasible. Restoration includes trench patching, asphalt grind and overlay, and curb and concrete replacement. In addition, all sewer manhole castings in overlay area will be replaced and three (3) ADA ramps will be installed.
Posted Date
Oct 6, 2025
Due Date
Oct 28, 2025
Release: Oct 6, 2025
Northshore Utility District
Close: Oct 28, 2025
The project consists of the following work: Schedule A - 190/35 Water Main Replacement Schedule A consists of the installation of approx. 18 LF of 8" restrained joint ductile iron water main, 280 LF of 6" restrained joint ductile iron water main, the replacement of seven (7) 1" water services, one (1) 2" blowoff assembly, appurtenances, and one connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay, and curb replacement. Schedule B - 190/60 Water Main Replacement: Schedule B consists of the installation of approx. 350 LF of 6" restrained joint ductile iron water main, the replacement of eleven (11) 1" water services, one (1) 2" blowoff and air-vac assembly, appurtenances, and one connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay, and curb and concrete replacement. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule C - 198/64 Water Main Replacement: Schedule C consists of the installation of approx. 260 LF of 6" restrained joint ductile iron water main, the replacement of seven (7) 1" water services, one (1) 2" blowoff assembly, appurtenances, and one connection to the existing system. Water main is replaced primarily within a private utility and access easement. Existing 2” water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule D - 145/104 Water Main Replacement: Schedule D consists of the installation of approx. 360 LF of 6" restrained joint ductile iron water main, the replacement of nineteen (19) 1" water services, three (3) 2" blowoff assemblies, appurtenances, and three connections to the existing system. Existing 2” water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay, curb and concrete replacement. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule E - Juanita/88 Water Main Replacement: Schedule E consists of the installation of approx. 190 LF of 6" restrained joint ductile iron water main, the replacement of six (6) 1" water services, one (1) 2" blowoff assembly, one (1) fire hydrant assembly, appurtenances, and one connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay. Schedule F - 120/80 Water Main Replacement: Schedule F consists of the installation of approx. 475 LF of 8" restrained joint ductile iron water main, 365 LF of 6" restrained joint ductile iron water main, the replacement of twenty-four (24) 1" water services, three (3) 2" blowoff assemblies, one (1) fire hydrant assembly, appurtenances, and one (1) connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching and curb and concrete replacement. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule G - 124/106 Water Main Replacement: Schedule G consists of the installation of approx. 675 LF of 8" restrained joint ductile iron water main, 105 LF of 6" restrained joint ductile iron water main, the replacement of sixteen (16) 1" water services, one (1) 2" blowoff assembly, one (1) fire hydrant assembly, appurtenances, and three (3) connection to the existing system. Existing AC water main and appurtenances shall be abandoned in place to the extent feasible. Restoration includes trench patching, asphalt grind and overlay, and curb and concrete replacement. In addition, all sewer manhole castings in overlay area will be replaced and three (3) ADA ramps will be installed.
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Board meetings and strategic plans from Northshore Utility District
The agenda includes the approval of disbursements and a developer extension bill of sale for the Kinross Short Plat sewer and water project. New business features a motion regarding a utility adjustment agreement with the City of Kenmore for the Arrowhead Drive sidewalk and storm upgrade. Additionally, the meeting includes a finance department report and general department and board updates.
This document updates the Northshore Utility District's Wastewater System Capital Improvement Plan, outlining a 20-year schedule of wastewater system and facility improvements from 2018 through 2037. The plan categorizes improvements into miscellaneous projects, maintenance and operations, gravity sewer rehabilitation, sewage lift station projects, gravity sewer main replacement, and Totem Lake regional improvements. The primary objectives are to increase system capacity to accommodate development, replace and rehabilitate aging infrastructure, and enhance overall system performance and longevity, while also establishing new connection charges.
This Wastewater System Plan for the Northshore Utility District outlines the strategy for providing future sewer service. It focuses on evaluating the existing system and identifying necessary pipe upgrades using hydraulic models for various scenarios up to a 20-year planning interval. Key initiatives include expanding service to unsewered areas, enhancing system efficiency and reliability through ongoing rehabilitation programs for sewers and manholes, upgrading lift stations, and ensuring emergency preparedness. The plan also considers coordination with future King County facilities.
This document serves as an amendment to the Northshore Utility District's existing Wastewater System Plan, addressing capacity deficiencies in the Totem Lake area due to significantly denser development. Its primary focus areas include analyzing impacts on the sanitary sewer system and identifying necessary capital improvements. Key projects involve Cured-In-Place Pipe (CIPP) capacity enhancements, installation of a 12-inch bypass main on NE 124th Street, upsizing an existing Totem Lake Trunk Line segment, and developing an Eastside Collector Trunk. The intended outcome is to mitigate future capacity issues and ensure the system can effectively manage projected wastewater flows over 10- to 20-year planning horizons.
This document, the 2009 Wastewater System Plan, outlines the Northshore Utility District's planning strategy for its wastewater utility, serving as an update to the 2006 Wastewater Comprehensive Plan. It evaluates the existing system and identifies necessary future improvements to support growth and maintain a high level of service over a 20-year planning interval ending in 2026. The plan addresses compliance with state regulations, wastewater characterization, system operations and maintenance, potential reuse of reclaimed water, and outlines a Capital Improvement Program supported by a financial strategy for implementation.
Extracted from official board minutes, strategic plans, and video transcripts.
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