Details: road 3.1 preparation of foundation for embankment <br> scarifying existing granular surface to a depth of 50 mm by manual means<br> scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. 3.5.2excavation in soil with dozer with lead upto 100 m <br> excavation forroadway in soil by mechanical means including cutting and pushing the earth to siteof embankment upto a distance of 100 m, including trimming bottom and side slopesin accordance with requirements of lines, grades and cross-sections. 4.1.a.1granular sub-base with well graded material (table 400.1) <br> (a) by mixin place method <br> construction of granular sub-base by providing wellgraded material, spreading in uniform layers with motor grader on p
Sector: Power Sector