PROVN OF VIEW CUTTER AT DRONACHAL

Excavating for foundation or in trenches not exc 1.5m in depth and getting out in any soil/strata complete all as specified and directed.

Returning filling in of excavated any type soil including spreading leveling watering and well ramming in layers n exc 25 cm thick all as specified and directed by Engineer-in-Charge.

Removal of surplus soil/excavated material exc. 250 m but n exc. 500 m and depositing where directed.

M&L Cement concrete type C2, 1:3:6 (40mm graded aggregates) PCC in mass concrete or in similar work complete all as spd and directed.

M & L cement concrete 1:1.5:3 (using 12.5 mm graded stone aggregate) as in footing, beams, bases for columns and mass concrete where required complete all as specified and directed.

M&L Reinforced cement concrete 1:1.5:3 (using 12.5 mm graded stone aggregate) in Columns , pillars ,Piers ,Posts and struts complete all as specified and directed

M&L 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 all as specified and directed.

All as per item No 07.00 above but 6 to 8 mm dia in stirrups, spacers and binders all as specified and directed.

M & L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, roof beam, lintel beam etc; and similar work; vertical or to batter with rough finished surface

M & L Formwork to sides of pillars, posts, struts, piers, columns and stanchions square or rectangular in plan to provide rough finish surface to concrete