PROVN OF 02 TOILET WITH SOAKAGE WELL IN DEPOT AREA OF 14 CORPS OMC UNDER AGE BR I OF GE 865 EWS LEH

Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil, complete all as specified amd as directed by Engr-in-Charge.

Excavation in trenches n.exc 1.50m wide and n.exc 1.50m in depth and getting out in hard/dense soil , complete all as specified amd as directed by Engr-in-Charge.

Returning, filling in ,including spreading,levelling ,watering and well ramming in layers not exe 25cm hard/dense soil, complete all as specified amd as directed by Engr-in-Charge.

Removing excavated soil material n, exe 50m and depositing where directed at a level n, exe 1.5 m above the starting point, complete all as specified amd as directed by Engr-in-Charge.

M&l for PCC type D-2(1:4:8) using 40mm graded crushed stone aggregate as mass conc and filling of foundation, complete all as specified amd as directed by Engr-in-Charge.

M&L pre-cast cement concrete(20mm graded crushed stone aggregate) 1:3:6 type C-1 as in block masonery with solid block masonery with solid blocks,exc.10cm in width and setting in cement mortar 1:6, complete all as specified amd as directed by Engr-in-Charge.

M&L formwork for rough finished concrete surfaces to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and sofits (if any) of foundations and plinth beams and similar works: verticals or to batter, complete all as specified amd as directed by Engr-in-Charge.

M&L form work for rough finished concrete surfaces to sides of square,rectangular or polygonal pillars, posts, struts, piers, columns and stanchions, complete all as specified amd as directed by Engr-in-Charge.

M&L form work for rough finished concrete surfaces to sides and soffits of floor or roof beam ,beam haunchings ,girders, bresum-mers,lintles,cantilevers,shelves including supports ,overhanging, etc. also splays between floors and beams,etc, complete all as specified amd as directed by Engr-in-Charge.

Form work to sooffits of suspended slabs such as roof, floor slabs,landings etc n.exc 200mm thick (horizontal or sloping), complete all as specified amd as directed by Engr-in-Charge.