PROVN OF FIRE PROOF WALL AND ALLIED WORKS AT RNMC AT SU AND CERTAIN REVENUE AND MINOR WORKS UNDER GE MISSAMARI

Surface excavation in soft/loose soil n.exc 30cm deep and averaging 15 cm deep and getting out complete all as as directed.

Excavation in Trenches not exc. 1.50 Metre Wide and not exc. 1.50 Metre in Depth for Foundation, laying of cable etc. or for Shafts, Wells, Cess Pits, Manholes, Pier Holes etc. not exc. 10 Sqm on Plan and not exc. 1.50 Metre in depth and getting out as in Soft/Loose Soil, complete all as specified and as directed.

Returning filling in, including spreading, levelling, watering & well ramming in layers not exc 25 cm, complete all as specified and directed.

Removing excavated material n.exc 50m and depositing were directed at a level not exceeding 1.5m above the starting level complete all as specified and as directed.

M&L for PCC (1:4:8) type-D2 with using 40 mm graded crushed stone aggregate as foundation filling and mass concrete etc complete all as specified and as directed.

M&L RCC nominal mix using Type B1 1:1.5:3 (20 mm graded aggrgate for beams, cantilevers, roof beam , lintels over 1.5 m span, etc, complete all as specified and directed.

M & L for TMT reinforcement 10 mm dia and over cut to length bent to shape including cranking, banding spirally for hooping columns, hooking end and binding with and including mild steel wire not less than 0.90 mm dia (annealed) complete all as specified and directed .

S & F mild steel TMT bar 5 mm dia and over upto and including 10mm dia in strrups as in including cutting, bending and binding with and including mild steel not less than 0.9 mm dia (annealed) complete all as specified and directed .

M&L Form work for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, flat, rought finished surfaces of concerete complete all as specified and directed.

M&L for brick work with sub class B bricks built in cement mortar 1:6 straight or curved on plan exceeding 6mtr mean radius, complete all as specified and directed.