Details: earthwork in excavation by mechanical means ( hydraulic excavator/manual means in foundation 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 50m. b)all types of ordinary rock including all types oflaterite rock, blasting prohibited refilling the 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 50m and all lifts and disposal of surplus earth as directed by engineer in charge supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. b) moorum rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. laterite masonry in
Sector: University