ward no. 07 , Devi mandir road se New over head tank tak jal nikasi hatu R.C.C nali and slab ka nirman karya

Providing & fixing empty cement bags filling with local earth ,hand sewing with suja & sutli and placing in position within 60M .including cost of E.C Bags ,all labourv ,material and T& P required for proper completion fo work.

Dewatering pump 10 H.P

Excavation in foundation in ordinary soil (Loam, clay or ) including lift upto 1.50 upto30M.andincludingfilling ingof excavatedearth into the trenches or into the space between the building and the sides of ion trenchesor into theplinthand removal anddisposal of thas directedby eer-in-chargeuptoa distance of 30 M. the foundation enches. (Where machine can not reach/move). mixed with oorum, shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc.

CementConcretewith4cmgaugeapproved stone ballast, coarse sand& cement in the proportion of 8:4:1 including supply of all materials, labour,Tools&plantsetc. Required for per completion of the work.

Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge.

R.C.C. work with Cement approved coarsesand and 2 3/4") gauge approved stoneballast in the proportions of 1:1.5:3 in lintels fodoors and windows excluding supply einforcement and its binding but including itsfixing and binding the same with 24 B.W.G.G.I., binding wire and including necessarycentering and shuttering etc. and also includingsupply of all materials, labour and T & P etc.required for proper pletion of the work.Excluding cost of Binding wire.

Surface dressing ot the ground including removing egetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kinds of soil.

E/W in cutting or in embankment in orinary soil excavation to be in the from of regular pite not be exceeing 0.50 m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also incluing 1.5 m lift and 8km lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m distance as directed by the engineer in charge.

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