Providing and laying 200 mm dia DI Sewer pipe to connect Lift Nallah water below Lal Pani Bridge and C O RCC chamber

Amount

Excavation in foundation, trenches etc., in earth work in all type of soil such as pick work, jumper work, blasting work Kankar, moorum shingles including decomposed soft and hard rock i/c cutting of top of metelled road etc., upto all heights stacking the excavated earth not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15cm. layers, when required into plinth and sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth up to all leads and lifts etc., complete in all respect.

Providing and laying cement concrete 1:3:6 ( 1 cement: 3 sand:6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work work in foundation and plinth including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

Providing andlaying cement concrete 1:4:8(1:cement:2sand:4 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form workin foundation and plinth. complete in all respect as per the direction of Engineer-in-charge.

Providing andlaying cement concrete 1: 1^1/2:3(1:cement:1^1/2:3 sand 3graded stone aggregate 40mm nominal size) and curing complete excluding cost of form workin foundation and plinth. complete in all respect as per the direction of Engineer-in-charge.

Foundition and plinth.

wall any thickness but not lass then 0.1 meter in thnkness. Including attached pillasters, buttresses, plinth and string courses etc. from top of foundtion level up to floor two level.

Providing and laying cement concrete 1:2:4 (1cement 2 sand :4 Graded stone aggregate 20mm nominal size ) and curing complete excluding cost of form work in and reainforcement for reinforce concrete worl in:-

Suspended floor, roofs, landing & shelves & their supports Balconies, girders, bressumer & cantliver up to floor two level.

Providing mild steel/tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor level including all leads and lifts complete in all respect and as per the direction of Engineer-in-charge.

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

Foundition footing bsses of columns etc. and the like and mass concrete.

Vertical surface such as wall (any thickness) partitions and the like including attached pilasters buttresses plinth and string courses and the like etc. including all leads and lifts complete in all respects and as per direction of Engineer in Charge.

wire crate of G.I wire filled with boulder with square cut faces against the wire( Boulder filling to be measured and paid for seperately) G.I wire 4 mm thick corresponding to SWG-8 15 cmx15 cm mesh including all leads and lifts complete in all respects and as per direction of Engineer in Charge.

wire crate of G.I wire filled with boulder with square cut faces against the wire( wire crate to be measured and paid for seperately) including all leads and lifts complete in all respects and as per direction of Engineer in Charge.

Providing, laying jointing & testing in trenches centrifugal cast ductile iron (spun) pressure pipes as per IS:8329/1994 Class K-7 duly ISI marked, inside cement mortar lined suitable for tyton (push on joints) for sewer lines including cutting of pipes, chamfering where required (earth work in trenches and jointing of pipes to be measured and paid for separately) including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge. (200 mm dia)

Providing & fixing in trenches centrifugal cast ductile iron fittings of 9523/2000 class A, series K-12 with inside cement mortar lined suitable for tyton (push on joints) with sewers, such as socketed bends of all degrees, socketed, tees, collars and all other required fittings, including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge. (earth work in trenches and jointing of fittings to be measured and paid for separately)

200 mm dia D.I Bend of Degree,

90 degree

45 degree

22.5 degree

Providing tyton (Push on joints) to Ductile iron pipes and fittings including the testing of the joints cost of rubber gasket (SBR quality) conforming to IS 12820/1989(200 mm dia)

Constructing manhole with R.C.C. top slab in 1:2;4 mix ( 1cement: 2 sand: 4 graded stone aggregate 20mm nominal size with 20cm thick foundation concrete 1:4:8 ( 1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) inside plastering 15mm thick with cement mortar 1:3 ( 1cement: 3 sand) finished with a floating coat of neat cement on 230mm thick burnt brick masonry walls and making channels in ce ment concrete 1:2:4 ( 1cement: 2 sand: 4 graded stone aggregate 20mm nominal size) finished smooth complete including curing and testing as per drawings.

Inside size 900 mm x600 mm and 600 mm deep including 1:2:4(1 Cement 2 sand 4 Graded stone aggregate 10 mm nominal size ) including SFRc cover with frame medium duty 10, of Size 700mm dia x800 mm thick to be rested upon RCC Slab complete.

With 15 cm thick wall of RCC 1:1:5:3 ( 1cement: 1:5 sand: 3 graded stone aggregate 20mm nominal size) complete including cost of form work and RCC Work complete.

MANOHAR LAL VERMA

gian singh

yashwant singh thakur