Providing sewerage system with primary treatment unit for KalaAmb Moginand area in Tehsil Nahan

Amount

Sewerage Treatment Plant

Excavation in foundation and trenches etc. in earth work in all kinds of soil containing spade work , blasting work, jumper workincluding decomposed hard and soft rocks etcwith all lifts,stacking .the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the same in 15 cm. layers whenever required in sides of foundation and plinth ,consolidating each deposited layer by ramming and watering and than desposing of all surplus excavated soil with in all lead and lifts , complete inall respects and as directed by The Engineer -Incharge.

Providing and laying cement concrete 1:4:8(1 cement:4 sand :8 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth: as per CPHEEO manual.

P/L C.Conc M-30 not less than 1:1.5:3 ( 1 cement:1.5 sand:3 GS Agg. 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinforce concrete work i/c all leads lift and carriage of material at site complete as per CPHEEO manual.

In foundation & plinth.

In Columns,pillars posts and struts up to floor two level.

In Suspended floor roofs up to floor two level.

2nd Brick work using common brunt clay in cm 1:4 (1 cement: 4 sand) in foundation & plinth complete in all respect.

20 mm cement pilaster in single coat on rough side of brick/stone masonry for interior pilaster upto floor two level i/c arries internal rounded chamber and rounded angle not exceeding 80 mm girth and finished even and smooth in cement mortor 1:4 ( 1 cement:4 sand)

Laying jointing & Testing of Surveying level marking bench marking alignment of each line upto STP verifying the already excuted deoartmental survey,Laying jointing & testing in trenches centrifugal cast ductile iron pressure pipe as per IS:8329/2000 class K-7 duly SI marked inside cement mortor lined suitable for tyton push onjoints by sewer line i/c cutting of pipe,chamfering whereas required(earth worj to be measured and paid seperately)i/c carriage up to site of work testing etc.complete in all respect. as per CPHEEO manual.

200 mm dia spun

P/F SFRC Manhole cover for frame of internal size 600 mm dia with frame with in all leads lift & carriage of material at site as dirceted by the Engineer Incharge.

Providin Butt welding to following dia to MSERW pipe tubes conforming to IS of following table,dia and Welding with three Layer Specifications including complete in all leads,lifts, and carriage of materialsat site and as directed by Engineer-Incharge.

150 mm dia

Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint. In single Stanchions composed of rolled steel joists or channels with caps,bases splices,angles brackets etc.

White washing with lime on undecorated wall surfaces two coats to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter.

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, shuutering,strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work.

a.) Verticalsurface such as walls(any thickness )

b.) Column,Pillars,posts and struts in square,rectangular or polygonal in plan

c.) Flat surface any thickness.

Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level :complete in all respect.

vineet kshetri