Description: The following scope of work is required to complete the San Pablo Dam Road 24" ACP -CIPP Trunk Line Rehabilitation Project: Provide all materials, equipment, and labor necessary to: Install approximately 420 LF of 24’ CIPP Liner in the 24” ACP trunk sewer on San Pablo Dam Road from MHM17105 to MHM17106 Provide Traffic control Temporary Bypass/pumping CCTV post-installation inspection video Acquire Required Permits (see technical specifications section) Complete construction installation work during night time when traffic and sewage flows are below average as determined by WCW Complete project within 30 Calendar days of NTP The 24-inch ACP Class 5000 Pipeline was installed in 1970. A CCTV assessment on 5/21/26 determined that the previously installed liner has failed at several locations and that the pipeline's general condition is poor. Based on this assessment, WCW determined that the pipeline should be rehabilitated with a CIPP liner.
SpecialDistrict · CA, US
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Sanitation Districts Of Los Angeles County
Special DistrictCA
Posted
Oct 28, 2026
Dec 1, 2026
Rehabilitate approx., 3,142' of existing corroded 18-, 30-, and 36" diameter reinforced concrete pipe (RCP) on the trunk sewer with cured-in-place pipe liner, 12 manholes with a protective coating system, and remove several sewer reaches from service and all appurtenant work.
Montgomery Water Works & Sanitary Sewer Board
Special DistrictAL
Posted
Oct 10, 2026
Nov 3, 2026
Work inlcudes approx 1,688 LF of 30" cured-in-place (CIPP); 875 LF of 24" cured-in-place (CIPP); 79 LF of 18" cured-in-place (CIPP); structural rehabilitation of 24 manholes.
CityOH
Posted
Oct 13, 2026
Nov 5, 2026
Work includes approx 3,557 LF 8" CIPP sanitary sewer (thermal); 41 EA service lateral reinstatement; 3,557 LF 8" CIPP sanitary sewer (UV).
CityMI
Posted
Oct 6, 2026
Nov 5, 2026
Work consists of: soil erosion & sedimentation control, including obtaining the sesc permit for the project; staking and layout of proposed improvements, with support and confirmation from engineer temporary water control measures as required; repair or replacement of steel radial gates including removal of existing hoist equipment and replacement with new hoist frame, cleaning and coating existing steel gates; cured-in-place lining of existing corrugated metal pipe culvert outlets within the dam; right embankment repair; grading and riprap installation along the downstream toe of the dam with bedding stone, filter sand, drainage stone and filter fabric; repair of spillway concrete including shallow and deep repairs and crack injection and route/seal; turf restoration for all areas disturbed during construction; restoration of gravel access route, if disturbed during construction, related work.
