Laying and Jointing of pipe line (Distribution and Branch lins) at Ward No. 90 Nagar Nigam Mohabbewala Dehradun Under Pithuwala Division

Rates for Laying and Jointing of pipe line (Distribution and Branch lins) at Ward No. 90 Nagar Nigam Mohabbewala Dehradun Under Pithuwala Division

Cartage of M.S.E.R.W. of 4.8mm thickness line Pipe to Storage site to average site of work to approximate distance 4 km including loading & unloading.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer - in - charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).

Excavation in the following for pipeline trench. Lead up to 30 mtr lift upto 1.5 mtr including all material, labour & T&P etc. complete for proper completion of work. (i) Bituminous Road

(i) Medium Roack

Laying, Jointing , testing and Carting of M.S.E.R.W. of 4.8mm thickness from site store to site of work. Lowering the same units in already prepared trenches upto a Level of approximate 75 cm above the trench bed with the help of cross-angle arrangement. Keeping them true to alignment and gradient as per site conditions, making and cutting of edges of the pipe and M.S. bends, on order to make proper length of pipes as per alignment and gradient with the help of gas flame, leveling the edges of pipe ends. With the help of gas flame and fine tacking of the bends and pipe ends in proper alignment and gradient. Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) completion of work with testing of pipe line etc. (a) MSERW Pipe 250 mm dia

(b) MSERW Pipe 200 mm dia

(c) MSERW Pipe 150 mm dia

Laying and jointing, cutting, threading of following dia G.I. pipe line by welding lowering them into trench and laying them true to the alignment and gradient. Provide all labour T & P etc. Complete required for proper completion of work. (a) GI Pipe 100 mm dia

(b) GI Pipe 50 mm dia

Interconnection for new line to existing line including all supply labour material T&P etc complete. (a) M.S.E.R.W 250 mm to M.S.E.R.W 200 mm dia

(b) M.S.E.R.W 200 mm to M.S.E.R.W 150 mm dia

(c) M.S.E.R.W 150 mm to GI 100 mm dia

(d) M.S.E.R.W 150 mm dia to GI 50 mm dia

(e) M.S.E.R.W 100 mm dia to GI 50 mm dia

Supply and fixing of following size D.I Sluice Valve P.N 1.0 Provide all labour T & P etc. Complete required for proper completion of work. (a) DI Sluice Valve 200 mm dia

(b) DI Sluice Valve 150 mm dia

(c) DI Sluice Valve 100 mm dia

Repairing of Road by laying PCC 1:2:4 Cement, Sand and Graded Stone of 20 mm size. (i) C.C.Road

Shifting of water connection in proposed line including all supply labour material T&P etc complete.

M/s Shaurya Associate

sushilprasad