Details: earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m in mixed soil. excavation for roadway in ordinary rock with hydraulic excavator of 0.9 bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per clause 301 of specifications for road & bridge works of mort&h (5th revision). construction of granular sub-base by providing graded material, mixing by mix in place method with rotavator at omc, spreading in uniform layers with motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per clause 401 of spe
Sector: District Administration