Pipeline work at Saharanpur Chowk to Lal Pul, Dehradun

Rates for PIPELINE WORK AT SAHARANPUR CHOWK TO LAL PUL, DEHRADUN

Dismantling of flexible pavements (Bituminous Courses ) and disposal of dismantled materials .( Length of road in alignment) Bituminous Courses

Granual Courses

Excavating in trenches of required width for pipes including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getti out the excavated soil and then returning the soil as required, in layers not exceeding cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :for laying of Pipes in All kinds of soil.

Laying and jointing of folowing size and thicness 0f MSERW Pipe plain ended confirming to IS:1978/1982 (replaced by BIS as IS/ISO 3183/2007) by electric arc welding including all cost of material,laying,placing,aligning as per specifications complete ( Excluding cost of pipe )by electric arc welding as per specifications. 250 mm dia 5.6 mm thickness

200mm dia 5.6 mm thickness

Making reducer of following size and thickness by electric arc welding including all cost ,placing,aligning as per specifications complete excluding cost of pipe per specifications 1) 250 mmx200 mm

2) 200 mmx150 mm

3) 150 mmx100 mm

Making Tee of folowing size and thickness by electric arc welding including all cost ,placing,aligning as per specifications complete excluding cost of pipe as per specifications 1) 250mmx250mmx150mm

2) 250mmx250mmx80mm

3) 200mmx200mmx125mm

4) 200mmx200mmx100mm

5) 200mmx200mmx80mm

6) 150mmx150mmx100mm

Construction of valve Chambe, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with RCC top slab 1:2:4 mix (1 cement: 2 coarse sand :4"graded stone aggregate 20 mm nominal size ) 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 : 1) 1.20 X 1.20 X 1.00,m

Cartage of sluice valves of folowing sizes to the site of work, Nos. lowering in already prepared trenches and fixing them in position but excluding jointing.Exclude cost of valves. 1) 250mm dia

2) 200 mm dia

3) 150 mm dia

4) 100 mm dia

5) 80 mm dia

Cartage of MSERW pipe & Specials from central store to site of work by truck including loading & unloading.

Shifting of private connection from old pipe line to new pipe line including t&p etc complete

Disposal of surplus earth by tampo loader / wheel barrow average distance 2 KM from working side including loading,unloading ,supply of all labour, material, T&P etc complete.

Providing and erecting temporary barricading at site as per direction of Engineer-in charge which includes writing and painting,arrangement for traffic diversion such as traffic signals during construction at site for days and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-charge.

Shifting of household sewer Domestic connection including supply of material labour ,T&P etc,required for the prope completion of the work

Rawat Sanitations

SUSHIL KUMAR NAINWAL