Gram Panchyat Argupur ke Mazra Ganipur me main Road se Primary Vidhyalay tak CC Road Ka Nirman karye

E/W in excavation in Ordinary soil for foundations pipe cable(loam clay or sand)including lift upto 1.5m leadupto 30m and dressing of side and rammings bottom and disposal of surplus excavated earth as directed by the engineer l/c within a lead of 30m in ordinary soil etc. all complete. As per si No-251

E/w in cutting or embankment in ordinary soil excavation to be in theform of regular pits not exceeding l metre(20")in depth and earthwork in embankment to in 20cm iayers inciuding ramming&dresing thesurface to required ievels and siopes&also including 1.5m lift& 30m lead.thefrom cuting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the engineerin charg.including all 5 km by cartage etc. all comp. as per SI No-253(A)

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with otavator at OMC and compacting with smooth wheel roller to achieve the desired densit complete as per techinical spacification clause 401.

M-150 class brick work in 1:4 with 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 I No 305 b)

12mm thick plaster with 1:4 cement & F sand 125 etc all comp. as per SI No-584

25 mm thick 1:2:4 Plain Cement concrete floor with cement, approved coarse sand and 20 mm graded approved stone grit laid in panels finished with 3 mm neat cement[ slurry and T & P etc. required for proper completion of the work SI No- 601

Cement concrete with 20 mm guage approved stone ballast, coarse sand and cement in te proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work SI N- 279 (b)

Laying of 125 Micron thick Polythene as per direction of Engineer in Change.

Making contraction joints as per Direction engineer incharge.

R.C.C. work with cement, approved coarse sand and 20 mm stone grit in the proportion of 1:2:4 in slab excluding supply of renforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I.beinding wire and including necessary centering and shuttering etc. and alsso including supply of all materials labour T & P etc. required for proper completion of the work.Binding wire cost being included inthe item. (S I No 283)

M.S. or iron in plain work such as R.C.C. work . ( S I No 504)

S/F Hume Pipe 600x600 mm dia

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