Summary
Work include approx. 911 LF of 6" pipe burst; 227 LF of 8" pipe burst; 37 EA of lateral reconnection at pipe bursting/slip line locations; 244 LF of 8" slip line; 1135 LF of 6" cipp lining; 790 LF of 8" cipp lining; 1 EA of reconnect lateral at sewer main open trench location; 9 EA of remove and replace rodding inlet; 10 EA of remove manhole ladder rungs; 3 EA of remove and replace manhole cone, frame and cover; 2 EA of grout manhole grade rings; 2 EA of install new sanitary manhole; 1 EA of abandon manhole; 300 LF of additional cost for open cut in pipe bursting locations (revocable). See attached file.