THANA KOTWALI DEHAT BIJNOR ME JAL NIKASI HETU NALI CHINAI WA MRAMMAT WORK

Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 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 including 1.50 M lifts and 30 M lead, watering upto required O.M.C. compacted to 95% proctor density including roayalty, the cost of water, roller charges, its loading, unloading, carriage and all labour and T&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge. Rates include Rs. 6 per cum royalty which shall be deducted from contractor bill. S.No. 251

Cement concrete with 4 cm gauge approved stone aggregate, coarse sand and cement in proportion 8:4:1 in foundation, mechanically mixed and vibrated including supply of all material, labour and T&P etc. required for proper completion of work. S.No. 281

M-150 class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. S.No. 307

Cement concrete with 2 cm gauge approved stone aggregate, coarse sand and cement in proportion 4:2:1 including supply of all material, labour and T&P etc. required for proper completion of work. S.No. 279a

12 mm thick plaster with 1 part of cement and 3 part ofcoarse sand over brick work including supply of all materials, labour and T&P etc. required for proper completion of work. S.No. 583

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