Vikas Khan Mihipurwa Gram Sabha Bhagdiya ke Indira Nagar Colony me Makhan ke ghar se Bhagirath ke ghar hote huye Kishuno ke ghar tak C.C. road nirman karya_19

Earthwork In cutting or in embarikmentin 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. as SIN. 253

Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method 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 MORD Sr. No.4.1 and Technical Specification Clause 401.

Providig, laying,G-3 spreading and compacting stone aggregated of specific sizes (53 mm to 22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 As per MORD Sr. No.4.7(3) & Technical Specification Clauses 405.

P/L of 125mm micron thick polythene sheet

P.c.c work 1:2:4 Cement Coarse sand &20mm stone grit including all labour matrial T&P etc complete. S.I NO. 279 (b)

Supply and fixing Sign. Board.

LESS 5% COMPETITIVE PRICE EFFICIENCY

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