Details: earth work in excavation by mechanical means(hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the engineer-in-charge. 2.6.1 all kinds of soil filling in available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. supplying and filling in plinth with sandy soil under floors including watering, ramming, consolidation and dressing complete. providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-all work upto plinth level: 4.1.6 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand:
Sector: RDPR