Material and labour for Construction of 334 Mtr Retaining Wall (Ht 5M) in Ferozepur

Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil all as specified and directed.

M&L for cement concrete 1:4:8 type D-2 as in foundation fillings and mass concrete complete all as specified .

M & L Formwork to sides concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work vertical or to batter complete all as specified.

M & L Formwork to faces of walls, retaining walls, abutments, parapet and stairecase railings and similar work including attached pillasters, butterssses, etc. vertical or to batter with feir finished surface complete all as specified.

M & L for M-30 (design mix) reinforcement cement concrete in foundations, including raft, footings, foundation beams, plinth beams, bases of columns etc. basement slabs, under reamed piles and mass cincrete complete all as specified.

M & L for M-30 (design mix) reinforcement cement concrete in walls, retaining walls, basements walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified.

M & L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified.

S&F for PVC (SWR) 110mm pipes complete all as specified.

Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm

Hand packing (gauge 40 to 80 mm) at back of walls over arches etc. and raising (or lowering) to the required level