G.P. Sarwa me Anganu ke ghar se Akash Singh ke ghar tak CC road nirman karya-Huzoorpur_05

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer - in - charge with 1 km cartage.as per SI No.253

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.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

P/L 125 micron thick polythene sheet as per PWD SOR Ch1.11

P.C.C.Work in 1:2:4 in Cement,C/Sand & 20 mm gauge stone grit as per SI No 279

S/F of Sign Board at site

deduction of competitive price efficincy @ 5%

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