Route 80 Control Valve Improvements - Phase 2

Open State & local contract opportunity Posted

Solicitation number
39085
State
Connecticut
Responses due

Opportunity facts

Jurisdiction
Point of contact

Opportunity details come from constructionbidsource.com. Updated .

About this opportunity

New Haven County, Connecticut is soliciting bids for Route 80 Control Valve Improvements — Phase 2, a water infrastructure construction project with proposals due October 28, 2026. Prequalification in the category of Water Treatment Plants or Sewer and Water Lines is mandatory.

The scope encompasses construction of a below-grade valve vault with appurtenances, piping, access driveway, drainage and stormwater management systems, fencing, site lighting, and electrical and communications infrastructure. Work includes installation of approximately 1,100 feet of 36-inch ductile iron pipe (DIP) transmission main, approximately 960 feet of 12-inch DIP distribution main on Barnes Avenue, and a 36-inch tapping sleeve and valve on an existing 48-inch prestressed concrete cylinder pipe (PCCP) within Quinnipiac Avenue. Additional scope covers temporary water main, temporary and replacement water services, site restoration, and replacement or relocation of existing storm drainage and sanitary sewer service laterals on Barnes Avenue. The project manual (28 MB) is available for review and contains comprehensive technical specifications and contractual requirements.

No contract value, term, or evaluation criteria are stated in the source. The question due date and any pre-bid meeting or site visit are not identified.

Opportunity text

The project includes construction of a below grade valve vault and associated appurtenances, piping, a new access driveway, new drainage and stormwater management systems, new fencing and site lighting; and new electrical and other communications work to support the new valve vault equipment. This project also includes installation of approximately 1,100 feet of 36-inch ductile iron pipe (DIP) transmission main, approximately 960 feet of 12-inch DIP distribution main on Barnes Avenue, and a 36-inch tapping sleeve and valve on the existing 48-inch prestressed concrete cylinder pipe (PCCP) within Quinnipiac Avenue. Temporary water main, temporary water services, replacement water services, and associated restoration is included in this project. Replacement or relocation of existing storm drainage and sanitary sewer service laterals on Barnes Avenue is also included. Prequalification Requirement in the category of Water Treatment Plants, or Sewer and Water Lines applies.

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