Layibg jointing and testing of sewer line at sarakaripura in rishimandvi zone-6.

Dismantling of roads for laying of sewer including sorting out and stacking of serviceable materials and disposal of unserviceable materials up to a distance of 50m.Bituminous Road.

C.C. Road.

Interlocking road.

Excavation by manually or mechanically up to following depths below G.L. for laying sewer line, in ordinary soil (earth, sand, loam & clay) including cutting of joints pits ramming dressing, levelling by manually or mechanically, refilling of trenches in 20cm layer watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches.0.00m- 01.50m B.G.L.

1.51m - 3.00m B.G.L.

3.01m - 4.50m B.G.L.

Bailing out or pumping out water / liquid mud during trench excavation. This includes providing necessary fuel, labour T&P etc. required for proper running of well point equipment of required capacity for lowering the water table during excavation and laying of sewers. 90days x 2 Shift/day=180 Shift.

Dismantling of old existing sewer, and removal of material by mechanical transport up to a lead of 100m from site of work including all material labour T&P etc complete. 300mm dia NP.3 Pipe.

450mm dia NP.3 Pipe.

Dismantling of old existing sewer manhole/chamber and dispose dismantel material from site up to a lead of 1km from site of work including all labour T&P etc complete.