DDH/ADH/CNZ/2020-21/NIT NO. 10/02

Amount

Laying and Jointing PVC Pipe. Heading

Earth work in excavation by mechanical mean (hydraulic excavator)/ manual means in foundation tranches drains; not exceeding 1.5 m without to 10 m2 on plan including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m…. all kind of soil.

Providing and laying in position cement concrete specified grade excluding the cost of centring and shuttering – All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 40mm nominal size),

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement – All work up to plinth level: 1:1:5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level, Cold twisted bars.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Steel work welded in built-up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approval, steel primer using structural etc as required: in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

12 mm cement plaster of mix: 1:4 (1 Cement: 4 coarse sand)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.

Supplying at site: R.C.C. Standards post/struts/rails/pales of mix 1:1.:3 (1 Cement: 1.5 coarse sand: 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge (cost of earth works in excavation, concrete works in foundation to be paid separately).

Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and tow diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum). Between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire.

MANJU ENTERPRISES

Krish Traders