Details: sub head & detail of work earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 m. lift and 30 m. lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 m. distance as directed by the engineer incharge. including royallity si no. 253 (a). from 5 k m cartage including compaction s.i no-253(a) ,260(a),261(b),261(c) suppy & laying of 22.4 to 53 mm stone ballast mixed with stone dust consolidated coat is 10 cm as per p.w.d specification m-150 brick work in 1:4 one cement & four coarse sand of 2.20 f.m. mortar.s.i. 305(a) 12 mm thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials labour, tools and plants
Sector: RDPR