SHIFTING OF CLEAR WATER RISING MAIN 400 MM DIA NEAR LEVEL CROSSING LC 385C

Supply, Laying & Jointing of following sizes (D.I. K-9) pipes for Rising/feeder main & distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as D.I. S/S or flanged Specials conforming to latest /relevant I.S. specifications with rubber gasket also, suitable for G.I. / D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer.

400 mm dia DI K-9 pipe

Supply of DI Sluice/Scour valves as per relevant IS code suitable for a working pressure of 10 kg/sqcm including carting from store to site of work, lowering, fixing and jointing in trenchs.

400 mm dia.

Excavation of earth in soil/rock as mentioned below for pipe line and rising main /Feeder Main & Distribution System trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the centre of the trenches including supply of all material labour, T&P etc required for proper completion of works as per direction of the Engineer.

Excavation in Earth, Moorum, shingle

0.0 to 1.5 M. depth

Excavation in soft/ medium/ hard rock

0.0 to 1.5 M. depth

Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer

Sluice Valve Chamber (Masonry type) upto 400 mm dia

Design and construction of Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer

Making Inter connection of new shifted pipeline with existing pipeline, cutting of DI pipeline, bailing out of water manually/by Diesel pumps, including supply of all material, labour, T&P, speicals like tee, bend etc. all complete with testing and commissioning of pipeline.