Improvement to Kalpabata check Dam near village Badimal in Khaliapali G.P. in Padampur block of Bargarh District. under Improvement to check dam scheme for the year 2025-26

Excavation, loading, unloading and carriage by mechanical means of all kind of soil including moorum. stoney earth, gravel etc. interspread with boulders up to 1/2 cum in size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by EIC within an initial lead of 1 km. from the place of excavation complete.

R.C.C. M20 grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materials ,machineries and labouer with all lead for materials upto the mixing yard and transportation of mixed concrete within initial lead of 50m and laying in dams, barrages,power house and pen stock with all lift/delift upto 1.50m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taes of all materials complete in all respect as directed by the Engineer-in-charge.

Straightening, cutting, bending, binding and tying the grills as per approved design and specification placing in position for fixing of reinforcement including providing lapping where necessary and supplying of binding weir 18 to 20 gauge with all cost, conveyance and all taxes of HYSD bars of SAIL / TATA / RINL / JINDAL / SHYAM / make with all labour and T&P materials required for the item complete in all respect as directed by the Engineer-In-Charge

Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper ting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge.

Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Enginerr-in-charge.

Rough stone dry packing in aprons and revetments to all heights with H.Stone of size 15cm - 30cm including cost, conveyance, royalty to proper slope and level complete in all respect as directed by the Engineer-in-charge.(Minimum 1/6 volume will be deducted towards voids)

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