Wd no.9 Mughalchak me ashok yadav ke makan se pawan kumar singh ke makan tak interloking v nail karya

Earth in cutting for embankment in ordinary soil excavation to done from of regular pits not exceeding 1/2 m , in depth and work embankment to be in 20 cm .layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M .lift and 30 M .lead the from cutting to be used in making embankment or to be deposited as spoil banks with in 30 m distance as directed by the engg. in charge. S.O.R.253

Earth in cutting for Filling

Pcc 1:6:12 at site

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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Supply of 80mm. Thick zig zag Shaped mechanicaly compressed interlocking cement concrete pavers block manufactured by high pressure and controlled vibration machine having minimum 5mm. Thick topping cp cement mixed 20% marble powder the compressive strength of concrete paver blocks shall not be less than 30MPa. & 4.5Kg./No. and ISI marked and as per drawing and confiming IRC-SP-63-2004 including cost of material, labour, T&P etc. required for proper completion of work as directed by E/I.

M-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. SOR 305

Providing and laying in cement concrete 4: 2 :1 of not less than strength of M 150 stone ballast (40 mm. Nominal size) Zapproved coarse sand : 1 cement including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete including cost of form work in foundation and floors

Supply and Sinage board at site all complete work at site

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