Sewer Transfer Project Construction

Work includes approx. 970 LF of removing existing pipe; 1 EA of removal of manhole; 1 LS of 16: AC pipeline replacement; 1,345 SY of wetland protection; 4 EA of Piezometer Abandonment; 1 LS removal of wingwall; 13 EA of pipeline plugging; 5,340 SY removal of Asphalt Mat(Full-Depth); 4,431 SY of excavation; 4,001 LF of 8" PVC Restrained Joint Force Main (DR-25 C900); 20 LF of 12" PVC Restrained Joint Force Main (DR-25 C900); 2 EA of 8" 11.25 Degree Restrained Bend (R>1.5D); 102 LF of 21" Gravity Sewer Pipe (SDR-35 PVC); 23,118 LF of 18" Gravity Sewer Pipe SDR-35 PVC; 28 EA of sewer service stub-out; 59 EA of 60" Sanitary Sewer Basic MH; 1 LS of Force Main Discharge Manhole; 590 VLF MH Coating; 3 EA of 60" Polymer Concrete MH; 8 EA of fence gate; 7,957 TN of 9" thick canal road surface; 884 TN of Hot Bituminous Pavement (3" Thick) (Grading SX, PG 64-22) (One 3" Lift); 1 LS of erosion control; Dust Abatement; 1 LS of bypass pumping; pavement markings; potholing; 1 LS Lift station; 24,250 TN of Sludge/Liner Disposal.