Construction of CWR (Capacity-300 KL) and Laying of Pipeline Work at Ward No-66, Auli Raipur, Dehradun

Construction of CWR (Capacity-300 KL) and Pipeline Work at Auli Raipur ward no-66, Dehradun

(A) CWR Tank For CWRs above SOKL in all Areas Supply of all materials, labour, T&P etc. and construction of R.C.C. CWR ol following capacities ( in kiloliters ) with M.S. ladder outside the tank and aluminum ladder inside of the tank, M.S. MH. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamel paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as SMT/M? | (a) For CWRs above 50 kl in all area (Upto 12 m. staging for 400 KL)

(B) Pipe Line work Dismantling of Cement Concrete/Bituminous road during pipe laying including all labour, material, T & P etc. complete.

Excavation of earth for pipe line in following strata lift upto 1.50 m. and lead upto 30.00 m. including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60.00 m. from trenches including supply of labour T&P etc. all complete. Soil mixed with Shingle, Boulders etc.

Providing of all materials, Cartage of following pipes, specials & fittings from site store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work. (G.I. Medium) MSERW Line Pipe (5.20 mm Thick) Confirming to BIS: IS / ISO 3183 / 2007 (a) 150 mm dia (Distribution Main) 4.80 mm thick

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes confirming to IS : 8329/2000 including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete.| (a) 200 mm dia (K.7)

(b) 150 mm dia (K.7)

Providing of all materials, lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE Pipes of specified grade as per 1S:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. PE-80 Grade; PN- 6.0 (6.0 Kg/Cm?) (a) 110 mm dia

(b) 90 mm dia

Supply and Fixing of the following fittings including cartage of materials labour T&P etc. complete. DI Sluice valve PN 1.0 Flanged (a) 200 mm dia. Sluice Valves

(b) 150 mm dia. Sluice Valves

(c) 100 mm dia. Sluice Valves

(d) 80 mm dia. Sluice Valves

Shifting of 15 mm dia Private Connection

Supply of all materials, labour T&P etc and construct Sluice Valve Chamber as per type design. (1.20 m x 1.20 m x 1.00 m)

Repairing Charge of C.C Road 1:2:4 (1 Cement:: 2 course sand : 4 graded stone aggregate 20 mm nominal size)

Thrust Block For Protection bend point Various Size Of Pipe (unit estimate attached)