R/m of various LWSS in Jal Shakti Division Nahan in Tehsil Nahan Distt. Sirmour HP

Excavation in foundations and trenches etc, in earth work, lift up to 1.5mtrs stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth of foundations etc, consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated earth as directed within a lead of 20mtrs, in all kind of soil in P.W &J.W. 50% each.all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Providing and laying cement concrete 1:4:8 (1 cement 4 sand 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth.all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Providing and laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth. Foundation base all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Providing and laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 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 mtrs) thickness atteched pillaster, buttresses plinth and string cources etc. from top of foundation level up to floor two level.all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Providing and laying cement concrete 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) and curring complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floor, roof landings shelves and cantilever upto floor two level.all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

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

a) Flat surface such as soffits and suspended floors roofs landing and thr like floors etc. upto 200 mm in thickness.

b) Vertical surface such as wall (any thickness) partition and the like including attached pillaster, buttresses, string courses and the like.

Providing Mild Tor steel reinforcement for R.C.C. work including bending and binding and placing in position complete up to floor two level.all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Providing and fixing C.I. Manhole Cover with frame (Light duty-single seal pattern 500 mm internal dia, total weight of coverand frame to be mot lessthan 38 Kgs (weight of cover 23 Kgs and weight of frame 15 Kgs.)all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.