Improvement to to Jamjhari CD in Jatani Block of Khordha District under Impt. to CD scheme for the year 2025-26

Clearing grass and removal of rubbish up to a distance of 50 mtr. Outside the periphery of the area including labour, T & P and all taxes etc complete excluding GST as directed by the Engineer-in-charge.

Earth work hard or gravelly soil within initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth as directed by the Engineer-in-charge.

Earth work excavation in Foundation in hard or gravelly soil within initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth as directed by the Engineer-in-charge. (A/R-06,Pg-2,item-2a/ Pg-10 Note) Per 100 Cum.

Filling in Foundation and Plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. (A/R-06,Pg-8,item-14) For 100 Cum

Filling in foundation and plinth with sand watered waters and rammed complete in all respect as directed by the Engineer-in-charge. (A/R-06, pg-8, item-15) per one cum.

Cement Concrete M-20 grade using 20 mm and down grade crusher broken hard black granite chips Quarried and free from weathered skin of approved quality mixing by concrete mixer including hoisting, lowering and laying concrete in position to proper slope and level and compacting by vibrator in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty and other taxes of all materials, labour, T&P required all complete as directed by the Engineer-in-charge.

Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials ,labour, T&P and all taxes complete as directed by the Engineer-in-charge.

Earth work in ordinary soil within initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth as directed by the Engineer-in-charge.

Rough stone dry packing in approns and revetments to all heights and thickness using hard stone other than granite of 30 cm and above size and filling interstices with small stones by wedging and hammering to proper slope and level including cost of labour,materials, T&P, all taxes and royalties complete as directed by the Engineer-in-charge. (A/R-06, pg-79, item-15) Per One Cum.

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