Retrofitting of LWSS Kot Dehra Hatwar in Ghumarwin constituency to provide house hold tap connection FHTC to left out household Under JJM in tehsil Ghumarwin Distt Bilaspur HP Sub Head Construction of Percolation Well

Amount

Excavation in foundation for digging well in dry excavation from GL upto the level , Where well curb is placed from natyral surface to 1.50 meter depth.

Wet well sinking gravel including app pumping , soring etc. From spring level to 3.00 mtrs depth.

From spring level to 3.00 mtrs to 6.00 mtrs depth.

From spring level to 6.00 mtrs to 9.00 mtrs depth.

From spring level to 9.00 mtrs to 10.00 depth.

steel work in sigle section i/c cutting,hoisting and fixing in position etc. in RS joist,Channel,angels and tees etc.

Lowering of well curb complete in all respect i.eQty. Same as per item No. 3

providing and lying cement concrete work 1:1.5:3(1cement :1.5sand: 3 garded stone aggrement 20mm nominal size) and curing complete excluding the cost of from work and reinforcement for reinforced concrete work in:-

suspending floors, roofs ,landing and shelves and their supports ,balconies,beams,griders bressumers and cantilevers upto all floor level

coloums ,pillars &posts etc .

Walls any thickness including attached pillster buttresses ,plinth and string courses from top of foundation to all floor level as per direction and to the entire satisfaction of Engineer -in-Charge.

Providing &laying no fine concrete 1:4 (1cement :4stone aggregate complete in all respect.

Providing from work with steel plate 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 celling notexceeding 4meter and removal of the same for insitureinforced concrete and plainconcrete work in:- Verticial surface such as walls ( any thickness) partitions and the like including attached pilaster butterses plinth and string courses and the like complete in all respect.

Flat surface such as soffits of suspended floors, roofs landing and the like floors upto 200mm kin thickness.

Beams , cantilevers, girders & lintels, sides & soffits of beams, haunching, cantilevers, bressumers 1.00 mts in depth in all heights from floor.

Providing mild or tor steel reinforcement for RCC work including behind binding & placing in position complete upto floor two level.

Providing & laying cement concrete 1;3;6 (1 cement:3 sand: 6graded stone aggreate 40mm nominal size) and curing complete excluding the cost of form work foundation and plith in all leads and lifts.

Boulders filling dry packed under the floors in all leads & lifts.

Providing & fixing CI man hole cover with frame having frames size of 500mm internal dia ( Medium duty) The weight of cover and frame should not be less than 116 KG.

Providing 200mm wide CI rungs with chequered of ribbed non slip surface i/c fixing in structure with 200x200x100mm cement concrete 1;3;6 (1 cement:3 sand: 6graded stone aggreate 20mm nominal size)

Wire crates of GI wire filed with boulders with square cut faces against the wire ( wire crates to be measured and paid for seperatly)

Wire crates of GI wire filed with boulders with boulders with square cut faces against the wire ( Boulder filling to be measured and paid for seperatly) 15cmx15cmmesh GI wire 5mm thick corresponding to SWG 8( size of create 1.25x1.25x1.25

Vikas Dogra

Karan Bedi

Vishal Chauhan

Gajraj Singh

AVINASH THAKUR

VINAY KUMAR SHARDA