ESTIMATE FOR CONSTRUCTION/UPGRADATION OF WATER COURSES AT RD 9331/R OF SARNA NORTH UNDER MALIKPUR SUB DIVISION

Earth work excavation in ordinary soil, exclusive of compensation of earth:- Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods

Earth work undressed with a combined lead upto 15 metres including breaking of clods.

Dressing of earth work New work or remodeling work. Unit

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 1000 metres

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Dag belling single kassi stroke minimum 7.5 cm depth.

Dressing bed and preparation of sub grade for lining.

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

Filling Contraction/Construction Joint with special impervious hot pour 12.5mm wid

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