CityNH
Posted
-
Nov 4, 2026
Pipeline Rehabilitation RFP
Seeking a qualified contractor to line approx. , 1700 LF of 8" to 10" sewer main and 2,500 LF of 12" to 18" drainpipe, chemical grouting lateral sewer connections, bypass pumping for maintenance of sewer flows; 1,200 LF of sewer - cured-in-place pipe lining 8" pipe; 2,000 LF of drain - cured-in-place pipe lining 12" pipe; 8 EA of sewer - chemical sealing of lateral connections to the sewer mainline; bypass pumping for maintenance of sewer flows; heavy cleaning (as ordered by the engineer); provide all materials, equipment, labor and incidentals for the installation and testing of UV cured in-place pipe (CIPP) lining within an existing host pipe; the UVCIPP liner installation shall consist of inserting a resin-impregnated flexible tube into an existing sewer main or pipe culvert, expanding the tube out against the inner walls of the existing sewer pipe or pipe culvert, and curing the tube to form a pipe liner. See attached file.
