Work includes 1 LS clearing and grubbing c; 78 CY topsoil, off-site; 407 CY excavation, class 10; 1,220 sy subgrade preparation; 770 SY subbase, modified subbase - gr 14 (modified subbase pile); 400 ton replacement of unsuitable backfill material, gr 30, (modified subbase pile); 785 LF water main, trenched, dip, 8"; 11 LF water main, trenched, dip, 6"; 1 EA fittings, di tee, 8x6; 1 ea fittings, di bend, 45 deg, 6"; 1 EA fittings, di bend, 22 1/2 deg, 8"; 4 EA fittings, di bend, 45 deg, 8"2 EA joint restraint, bell harness, 8"; 6 EA joint restraint, mega lug, 6"; 19 EA joint restraint, mega lug, 8". See attached file.
Available