The work for the CURED-IN-PLACE PIPE LINING OF SANITARY SEWERS Part A shall consist of, but not be limited to, the complete and satisfactory lining of: Approximately 10,560 LF of 8" sanitary sewer pipe (AC, VC) Approximately 5,435 LF of 10" sanitary sewer pipe (AC, VC, concrete) Approximately 2,820 LF of 12" sanitary sewer pipe (AC, VC, concrete, RC) Approximately 225 LF of 14" sanitary sewer pipe (AC) Approximately 2,145 LF of 15" sanitary sewer pipe (RC, VC) Approximately 1,690 LF of 18" sanitary and storm sewer pipe (RC, VC) Approximately 420 LF of 21" sanitary sewer pipe (RC) Approximately 905 LF of 24" sanitary sewer pipe (RC, VC) Approximately 105 LF of 36" sanitary sewer pipe (VC) Approximately 1,030 LF of 18"x12" sanitary sewer pipe (brick egg-shaped) Approximately 130 LF of 18"x16" sanitary sewer pipe (brick egg-shaped) Approximately 245 LF of 30"x18" sanitary sewer pipe (brick egg-shaped) Approximately 550 LF of 30"x20" sanitary sewer pipe (brick egg-shaped) as well as the reconnection of approximately 420 service connections in the City of Lewiston, and Part B shall consist of, but not be limited to, the complete and satisfactory lining of: Approximately 920 LF of 8" sewer pipe (AC, VC) Approximately 750 LF of 10" sewer pipe (AC, VC) Approximately 1,660 LF of 12" sewer pipe (RC, VC, unknown material) One short segment of unknown length and material as well as the reconnection of approximately 50 service connections in the City of Auburn. All work shall include site inspection to determine accessibility, bypass pumping (as necessary), liner installation, and reconnection of service laterals and all other incidental work .
