Shifting or Repair of Pipeline in Various Street of Munikereti Tapowan and NH 58 under Munikireti and Tapowan Water Supply Scheme and related works complete under Water Works Rishikesh

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, rammingof excavated earth in the trenches

Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE pipes, completion of work with testing of pipe line including supply of Jointing materials & specials.PE-100, Normal Pressure(PN)-10 in 10 kg/cm2 -110 mm dia HDPE pipe

90 mm dia HDPE pipe

Carting Laying ,jointing fixing and testing of MS ERW /GI pipes with specials & fittings in trenches under ground,out side the building with welding including cutting, etc. complete.80mm dia GI Pipe

65mm dia GI Pipe

50mm dia GI Pipe

40mm dia GI Pipe

32mm dia GI Pipe

25mm dia GI Pipe

15mm dia GI Pipe

Making of inter connection with the proposed pipe line form existing system including all material, labour and T&P complete. - 32mm to 40mm

50mm to 80mm

100mm to 150mm

Making of Private connection with the proposed pipe line from existing system including all material, labour and T&P complete.

Provision for supply of drinking water by 3000 lit capacity water tanker for distribution of affected area of Munikireti & Tapowan during progress of proposed work.

Providing & Fixing of Brass GM Gate Valve including all material, labour T&P etc complete. - 80mm Dia

65mm Dia

50mm Dia

40mm Dia

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

Narendra Kala

HARSH PATI SEMWAL

M/s Shaurya Associate

DHARAM SINGH PANWAR