Providing Sewerage Scheme to Sarkaghat Town in Tehsil Sarkaghat Distt. Mandi H.P.

Amount

Excavation in foundation trenches etc. in earth work in all depths and lifts, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plints, sides of foundation and trenches etc., consolidation each deposited layer by ramming and watering and then dosposing of all surplus excavated earth as directed by Engineer -in- charge.

Laying,jointing and testing Ductile Iron pipe spygot and socketed pipes with CML (push on joint) excluding cost of bends complete as per IS:8329-2000 class-K7, as per dimensions, weights and test pressures mentioned below in a random length of 4 to 7 meters.

Ductile Iron pipe 150mm dia with wall thickness of 5.00mm, outer dia 170 mm , having wt. of pipe 22.75 kg./Rmt. and test pressure of 1.75Mpa jointed with S&S pipe with CML (S.B.R. Tyton push on joint).

Providing fixing Ductile Iron Y-Tee size 150x150 spygot and socketed Tee with CML (push on joint) fixing complete as per BS 4772 class-K12, as per dimensions, weights and test pressures mentioned below.

Ductile Iron all socket Y- Tee 150x150mm dia with wall thickness of 12.65mm, having wt. of pipe 34 kg./Rmt. and test pressure of 8.4 MPa jointed with S&S pipe with CML (S.B.R. Tyton push on joint).

Providing fixing Ductile Iron Bend of follwong size fixing complete as per BS 4772 class-K12, as per dimensions, weights and test pressures

Ductile Iron all socket Bend 150mm dia with wall thickness of 12.65mm,

Providing fixing Ductile Iron plug of follwong size fixing complete as per BS 4772 class-K12, as per dimensions, weights and test pressures

Ductile Iron all socket Plug 150mm dia with wall thickness of 12.65mm,

Providing fixing Ductile Iron Nipple of follwong size fixing complete as per BS 4772 class-K12, as per dimensions, weights and test pressures

Ductile Iron all socket Nipple 150mm dia with wall thickness of 12.65mm,

Provision for retotation of road/ Path by providing and laying PCC. 1:2:4( 1cement:2 sand: 4 graded stone aggregate 20mm nominal size excluding the cost of form work and couring complete in all respect.

Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work: - in foundation and plinth including carraigr of material within all leads and lifts as per the ditection of the Engineer-in-charge.

Providing and laying cement concrete 1:1.5:3 (1 cement 1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all leads and lifts and as per the direction of the Engineer-in-charge.

In foundations, footings bases of columan and the like and mass concrete.

In wall (any thickness but not less than 0.10mtrs thickness attached [pilasters butteress. Plinth and string courses etc. from top of foundation level upto floor two level.

In suspended floor roofs,landing and shelves and their support balconies,beam girderes bressumers and canteliver.

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

Vertical surfaces such as wall of any thickness.partition and the like inculdung pilasters,buttresses,plinth and string courses and the like.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Floor etc, upto 200mm in thickness.

Provding Tor steel reinforcemeent for R.C.C work i/c bending,bindiing and placing on position complete in all respect in ali leads and lifts & as per direction of the Engineer-in charge floor two level .

Providing RCC smooth finising of the exposed surface with cement motor 1:3

Providing laying Fiber reinforcement concrete (SFRC) man hole cover and frame conforming to IS 12592(Part-I) 1998 with latest amendments 600 mm diameter Heavy duty.

krishan chand

Dogra Construction Company Pvt Ltd

Rebound Enviro Tech Private Limited

sanjeev kumar