Construction of LWSS Bandhol, Bari, Banuri and Badhal in tehsil Jaswan Distt. Kangra HP

Amount

Excavation in foundation for digging well in dry excavation from ground level upto the level where well crub is placed the level , where well crub is placed depth directed by the Engineer-in-charge within all leads and lifts.

Wet well sinking graval including all pumping , soring etc with in all leads and lifts as per the direction of Engineer-in-charge.

a) From spring level to 3.00 mtr. depth

b) From spring level to 3.00 mtr. To 6 .00 mtr depth

c) From spring level to 6.00 mtr. To 9.00 mtr depth

d) From spring level to 9.00 mtr. To 10.00 mtr depth

Steel work in single sections including cutting,hoisting,fixing in position and applying a priming coat of red lead paint in R.S.Joists,channels angles,tees within all leads and lifts as per the direction of Engineer-in-charge.

Lowering of well crub within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:2:4(One cement is to Two sand is to Four graded stone aggregate 20 milimetre nominal size and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete :-

Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

In column pillar posts from floor two level upto floor three level within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying no fine concrete 1:4 (1 Cement : 4 graded stone aggregate 20 milimetre nominal size) and curing excluding cost of form work in walls within all leads and lifts as per the direction of Engineer-in-charge.

Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc.with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in :-

Vertical surfaces such as walls (any thickness) partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.

Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge.

Sides and soffits of beams, beam hunchings, cantilivers girders, bressumers and lintels not exceeding 1 metre in depth within all leads and lifts complete in all respect as per the entire direction of Engineer-in-charge.

Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Square rubble stone masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:4 (One cement is to four sand) in breast wall/retaining walls within all leads and lifts as per the direction of Engineer-in-charge.

20 milimetre(Twenty milimetre) thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises internal rounded angles chamfers and/or rounded angles not exceeding 80 milimetre in girth and finished even and smooth in cement mortar 1:3 (One cement is to Three sand) within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.

Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:4 (one cement : Four sand) with 1st. Class bricks with in all leads and lifts as per the direction of Engineer-in-charge.

Manufacturing, febrication & fixing of M.S. man hole cover of 0.60x.60 m size made of M.S. Sheet 2.0 mm thick with M.S. angle 35x35x5mm thick with hinges one side and sliding door bolt for locking arrangement i/c cutting, welding and priming & Painting two coats of anamel paint sky complete in all respect to the entire satisfaction of the Engineer-in-charge.

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface including fixing in structure with 200 x200x 100mm cement concrete 1:3:6 (1 Cement : 3 Sand: 6 graded stone aggre 20mm nominal size) complete in all respect to the entire satisfaction of the Engineer-in-charge.

Boulder filling dry hand packed tightly under floor including carriage of material within all leads and lifts as per the direction of Engineer-in-charge.

Sudhir Kumar (BID ID -444472)

Vijay kumar kushwaha (BID ID -444471)

RAJNEESH KUMAR (BID ID -444603)