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Dy.Ex.Engr.1 2 3 4 57 Providing earth work in embankment by modernmachinery with approved materials obatined fromdepartmental land or other sources ,upto all leadsincluding all lifts ,laying in layers of 20 centimetreto 30 centimetre thickness breaking clods,dressingto the required lines,curves,grade,section,wateringand compaction to 95 percentage of standardproctor density .Rd-12 189-194 As directed by Engineer in charge.8 Providing and constructing granular sub-basecourse with coarse graded Grading - I materialspreading in uniform layers with motor grader onprepared surface,mixing by mix in place methodwith rotavator at optimum moisture content andcompacting with vibratory roller to achieve thedesired density complete.Clause No. 401Section 900101 -105337-361As directed by Engineer in charge.Metal shall besupplied at site only after screening it onMechanical Vibratory screening Unit as detailedin Sr.No. 27.48 of additional general conditionsand specifications.Contractor No.of Corrections Executive Engineer 165

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