C/O Retaining Wall in U 133 Deotsidh in Bijhari Range of Hamirpur Forest Division

Amount

Cutting in earth work and disposal of excavation earth up to a leads of 20 mtr with pick Jumer work.

Excavation in eath work and banking in 20 cm layers including beraking clods, ramming and dressing ground for the purpose of making embankments or filling up ground depressions up to a lead of 20 meters and lift up to 1.50 meters with spade work.

Excavation in foundations, tranches etc. in earth work lift up to 1.50 meters stacking the excavated soil not more than 3 meter clear from the edge of excavation and then returning the stacked sol in 15 cm layers,when required in to plinths side of foundation etc. consolidating eache deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 meters.

Providing form work wih steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm. so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and bellies, height of propping and centering below supporting floor to ceiling not exceeding 4 meter and removal of the same for in situ reingorced concrete and plain concrete work in

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, Plinth and string courses and the like

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 Graded crushed stone aggregate 20 mm nominal size) curing complete excluding cost of form work in foundation and plinth.

Provinding and laying cement concrete 1:5:10 (1cement:5Sand:10 Graded crushed stone aggregate 40 mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls / breast walls, the size of plumps shall usually be 150 mm to 300 mm as per HPPWD Specifications.

Stone filling behind retaining walls.

Providing weapholes in brick masonary/plain reinforced cement concrete abutment, wing wall, retaining wall with 100 mm dia PVC pipe extending through the full width of structures with slope of 1:20 towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7

thakur enterprises

ANKITA DUBEY GOVT. CONTRACTOR