Estimate for relining/lining of watercourse of outlet RD 45610/R of New Chauntra Minor

Earth Work

Earth work excavation in ordinary soil, exclusive of compensation of earth.

Kassi work undressed involving a average horizontal throw upto 2.0 meters and an average vertical lift upto 0.5 meters including breaking of clods.(cutting)

Earth work undressed with acombined lead upto 15 meters including breaking of clods.(filling)

Dressing of earth work

New Work of remodling Work Unit

Dag belling :-

dag belling single kassi stroke minimum 7.5 cm depth

Earth Filling Earth Work (exclusive of compensation for earth) 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 metres.

Rehandling of earthwork recently executed

concrete Suupplying and laying dry brick bats

Brick Work

first class burnt brick laid in cement sand mortar 1:6 in foundation and plinth

Plastering and Pointing

10 mm thick cement plaster 1:4 on side walls

10 mm thick cement plaster 1:4 on floors

Lining

Dressing bed and preparation of sub grade for lining.

Dismantling

Dismantling brick work tile. Masonary or tile lining

In Cement

Supplying of RCC Shutter with one extra frame for nakka nad branch offtakes

Sub Estimate Culverts Concrete

cement concrete 1:6:12

With stone aggreate 40mm gauge

mixing by manual means

Supplying & laying dry brick ballast

Brick Work

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth

Sewerage and drainage

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.

RCC Pipe NP-3

500mm i/d pipe

Any other item

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