Details: earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.b) all types of ordinary rock including all types of laterite rock, blasting prohibited refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth as directed by engineer in charge. construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required and compacting with vibratory roller to meet requirement of table 300-2 as per morth specification 305 loosening levelling a
Sector: University