Cons of Rain Water Harvesting structure and Desilting at Piyungal Nallah.

Amount

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering , strutting and propping etc with batten & ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ-reinforced concrete and plain concrete in:

Vertical surface such as wall (any thickness) partition and the like i/c attached pillasters, butresses plinth and string course including all leads and lifts.

Providing and laying cement concrete work 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :

Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses,plinth and string courses etc. from top of foundation upto floor two level.

Providing mild steel/tor steel reinforcement for RCC work including binding wire bending, binding and placing in position complete upto floor two level (tor steel) with in all leads and lifts

Earth work in All kinds of soil excavation by mechanical means(Hydraulic excavator)/ manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Shamsher singh Contractor

Anil Kumar Mahajan

shubh karan