Nagar Panchayat Bharat Bhari Ke Prathamik Vidyalay Sekhui Me Kayakalp Evan Marammat Ka Kary.

Site clearence

Excavation in foundation in ordinary soil(looin clay or sanp) including lift upto 1.50meter and lead upto 30 meter and including filling, watering and ramming of exenvated carth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surface earth as direeted by the E/l upto a distance of 30meter from the foundation trenches,

P/L Cement concrete with 4cm gauge brick ballast, fine sand of 1.25 finess modulus and cement in the proportion 12:6:1 in foundation and under floors including supply of all materials, labour and tools and plant etc required for the proper completion of work as per Si. No. 273 sand of 1.25fm. And cement in preportion of 8:4:1 in foundation i/c all as per Si.No. 281

R.C.C work in 1:1.5:3 for footing of column foundation sub structure complete as per drawing and technical specification with cement with aproved coarse sand and 2. cm aproved stone grit propation of 1:11/2:3 in cover SI NO 284A.

Supplying,fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specification as per SI no -303

M-150 Sub Class(A) brick work in 1:4 cement cement and sand of 1.25 finess modulus in Ramp, Bitumen Tank and other structure i/c supply of all material, labour T&P required for proper completion of work as per Si. No. 303

12mm thick plaster work with cement mortar in proportion of 1:3 cement and sand of 1.25 FM over brick work minimum thickness not less then 10mm including supply of all materials labour curing and T&P etc.required for proper completion of the work as per SI NO -582

Fabrication and supply & fixing of mild steel grill as per design including the stair case railings etc. with square and round bars, M.S. angle iron. T-iron, M.S. charge supply of all steel and its wastage, cutting & drilling holes and welding where necessary

Wall painting (two coat) with plastic emulsion paint of first quality approved brand manufacturer on undecorated wall surface to give an even shade including and throughly brushing other sand peapaerd smooth SI NO NBO 1857

Earth work in cutting or in embankment in ordinary soil excavetion to be in the from of regular pits not exceeding 1/2 moter (20")in depth and carth work in embankment to be in 20 em (8") layers, Including ramming and deessing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lcad. The carth cutting to be used in making enbankment or to be deposited as spoil banks within 30m (100") distance in direeted by the E/Las per SOR NO.253 + Cartage

Construction of granular sub-base by providing Shankargarh material, spreading in unifonn layers with motor grader on prepared surface and compacting in two layers at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Supply &Laying of 80mm thick interlocking cost of all labours matarial etc./sqm Cost

Add for tasting

Add for G.S.T. @ 18 %

Please Enable Macros to View BoQ information