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Learn more →Haines Borough seeks proposals for the installation of Viqua UV disinfection units at the Piedad Water Treatment Plant in Haines, Alaska. The project involves modifying and improving the existing water treatment infrastructure. Bidders must submit proposals electronically via Bid Express by the specified deadline. Contractors must have a current Alaska Contractor's License and a Haines Borough Business License prior to award.
Posted Date
Nov 13, 2025
Due Date
Dec 11, 2025
Release: Nov 13, 2025
Close: Dec 11, 2025
Haines Borough seeks proposals for the installation of Viqua UV disinfection units at the Piedad Water Treatment Plant in Haines, Alaska. The project involves modifying and improving the existing water treatment infrastructure. Bidders must submit proposals electronically via Bid Express by the specified deadline. Contractors must have a current Alaska Contractor's License and a Haines Borough Business License prior to award.
Survey Lynn Sisters, legally known as Township 39 South, Range 62 East and provide a record of survey, complete survey report, traverse closure, and field notes. File the survey with the State of Alaska and Haines Borough.
Posted Date
Apr 11, 2025
Due Date
Apr 30, 2025
Release: Apr 11, 2025
Close: Apr 30, 2025
Survey Lynn Sisters, legally known as Township 39 South, Range 62 East and provide a record of survey, complete survey report, traverse closure, and field notes. File the survey with the State of Alaska and Haines Borough.
Restore Cathedral View Drive and Hooter Lane back to pre-disaster design, function, and capacity. Work includes addressing overall drainage issues related to the disaster damages on Cathedral View Drive and Hooter Lane includes 37 LF removal of culvert pipe, 298 CY unclassified excavation, 138 CY aggregate base course grading D-1, 200 LF ditch reconditioning, 37 LF corrugated polyethylene pipe 48".
Posted Date
Mar 13, 2025
Due Date
Apr 9, 2025
Release: Mar 13, 2025
Close: Apr 9, 2025
Restore Cathedral View Drive and Hooter Lane back to pre-disaster design, function, and capacity. Work includes addressing overall drainage issues related to the disaster damages on Cathedral View Drive and Hooter Lane includes 37 LF removal of culvert pipe, 298 CY unclassified excavation, 138 CY aggregate base course grading D-1, 200 LF ditch reconditioning, 37 LF corrugated polyethylene pipe 48".
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