Strengthening of Arya Nagar Ward No 2 Water Supply Scheme

Dismantling of flexible pavements and disposal ofdismantled materialsupto alead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (Considering 30%)

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 (Considering 30%)

Excavation in soil mixed with single boulder etc requireing the use of special T&P if any for pipe line for pipe line trenches including lift upto 1.5 m lead upto 30 m including refilling watering ramming of excavated earth in the trenches for

Providing of all material carting from site store to site of work lowering into trenches with true alignment laying of MSERW pipes grade Yst 210 confirming to IS :1978- 1982, jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines by cutting of pipes and making required bends by welding , completion of work with testing of pipe line etc. complete Providing of all material carting from site store to site of work lowering into trenches with true alignment laying of MSERW pipes grade Yst 210 confirming to IS :1978- 1982, jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines by cutting of pipes and making required bends by welding , completion of work with testing of pipe line etc. complete 150mm dia MSERW

125mm dia MSERW

Providing of all material carting from site store to site of work Lowering into trenches with true to alignment,Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line jointing materials. PE 80 Normal Pressure (PN) in 8.0 Kg/Cm2\ 110mm

Provide and laying of P.C.C 1:4:8 with cement, local sand and 20 mm gauge stone ballast including supply of all materials. Labour, T&P required for the proper completion of work in foundation

constructing masomry chamber 90x90x100cm inside with 75class designation brick work in cement mortar 1:4 for stop cock with C.I. surface box 100x160x180 mm(inside) with hinged cover fixed in cement concrete slab 1:2:4 mix necessary excavation foundation concrete 1:5:10 and indide plastering with cement mortar 1:3 12 mm thick finished with a floating coat of neat cement complete as per standard design

Supply of 150mm dia DI sluice valves make PN-1.6 i/c supply of all jointing material such as nut bolts, flanges etc. complete

house service connections shifting from old supply line to new water supply distribution G.I. pipe line

Boundry wall around pump house

Supply of all labour, materials, T&P etc. and construct pump house (3.0 m × 3.6 m) as per departmental type design

Rajpal Singh Bisht

M/S Nagendra Datt Joshi

Narendra Kala

Rawat Sanitations

MS Gurvinder singh