Construction of Check Dam on Kunah Khad near village Didwin Tikker Tehsil and Distt. Hamirpur

Amount

Excavation in foundation , trenches etc., in all kinds of soil such as pickwork, jumper work blasting work, in soft / hard rock, including chiseling wedging out of rocks clearance of bushes etc.including shoring, dewatering by pump etc. in all leads and lifts stacking the excavated soil upto any lead and lift clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth , sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus earth within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge .

Providing and laying cement concrete using M-10 concrete Mix. with graded stone aggregate 40mm nominal size) and curing complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge .

Providing and laying cement concrete using M-30 concrete Mix. ( not leaner than 1:1.5:3) with graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge .

Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level including carriage of material complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge.

Providing and laying cement concrete work 1:4:8(1cement :4 Sand :8 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work in foundation and plinthcomplete within all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

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

Vertical surfaces such as wall (any thick.) partitions & the like including attached pillasters, buttresses,plinth & string courses & the like with in all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge .

Providing boulder/stone filling dry hand packed tightly behind retaining wall / under lean concrete to prevent the entry of surface water with in all leads and lifts complete in all repects & to the entire satisfaction of Engineer-in-Charge.

Providing and laying stone filling in wire crate made of G.I. wire filled with boulders with square cut faces against the wire (wire crate tobe measured and paid for seperately) complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for seperately ) G.I. wire 5mm thick corresponding to SWG 6 (15cmx15cm mesh) in cross gabion structure complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Design.fabrication, supply and fixing of hydraulic operated steel gate at site with following components (1st stage embedded parts of gate, including shop painting etc. Second stage embedded parts of gate including shop painting, Fixed wheel and vertical lift gates of size 1000mm (width) x 1200mm (height) with all accessories such as thrust pads,seals,guides,skin plates stiffeners,horizntal girders and end vertical girders.lifting arrangements, guide shoes.track base, seal base, seal clamps etc. including shop painting. confirming to IS-4622. Hoistbridge and deck over gate opening in the intake including hand railing approach ladder/ stairways etc., Dogging Beam arrangement with its embedded parts) complete as per material specifications of gate as per Annexure-A or as directed by the Engineer-in-Charge within all leads and lifts.

Provision for structural design and drawing (after acertaining the safe bearing capapcity of the soil at site) the architecture drawing of whole components. The structural design & drawing for all the structures duly vetted from PEC Chandigarh/NIT's /IIT's shall be submitted by the contractor before start of work.

Naresh Kumar

Vijay Kumar

SS RANA CONSTRUCTION PRIVATE LIMITED

National India Construction Co.