Estimate for Brick Lining of water course at outlet RD 3200-R and 3950-R OF Chingarwan Minor Balance Work

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods.(Cutting)

Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. (Filling)

Dressing of New Earthwork

Dag belling single kassi stroke minimum 7.5 cm depth.

Cement concrete 1:4:8 with stone ballast 20 mm gauge mixing by mechanical means using concrete mixer volumetric type (Base concrete)

Supply and laying of brick bats

First Class Brick Masonary 1:6 in Bed & Side walls

10 mm thick Cement Plaster 1:4 on Floors

10 mm thick Cement Plaster 1:4 on Side Walls

Dressing of Bed and Preparation of Sub-grade for Lining

Providing, lowering Precast concrete NP2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stinging in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment gradients levels etc. complete in all respect.(RCC Pipe NP-2, 300 MM I/d Pipe )

RCC Shutter with extra frame

Fixing of Shutter and Frames for Nakka and Branch Offtakes

Earth work in excavation in ordinary soil or soil containing gravel or kankar upto 40% and filling in 15 cm layers in foundation and plinth including ramming watering and consolidating under floors with earth brought from a distance not exceeding 30 metersEarthwork Extra for Pudding work.

Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete volumetric mixer

Rehandling of earthwork recently executed

Any Other items

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