Improvement to Mushala MIP in Harichandanpur block of keonjhar district under CRITICAL grant for the year 2026-27

Earth work in hard soil for foundation within 50m Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.

Cement concrete M-15 grade in crushed granite coarse aggregate of size 20mm size & down graded to be mixed in concrete mixer including cost, conveyance and royalty of all materials,machineries and labour and laying in Head works, canal structures of the project with required lifts & delifts as per direction of Engineer-in-charge.

Cement concrete M20 grade with crushed granite coarse aggregate of 20 mm down grade size 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 lying the grills as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.

Providing rigid shuttering with box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials and labour T & P. etc. complete as directed by the Engineer- in- charge including removal of forms.

R.S dry packing in approns & revetments using h.g stone boulders with all labours cost of h.g stones,coneyance,royalty and taxes etc complete.

20mm thick cement plaster (1:4) per 1 Sqm including racking out joints with all cost, conveyance, royalty etc. complete.

Clearing shrub jungles uprooting stumps and small bushes and trees below 1m. Girth on premeasurement.

Earth work in ordinary soil within 50m Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per the direction of the Engineer-in-charge.

Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation and unloading the soil initial lead of 2 Km on properly prepared and scintifically approved surface including spreading and levelling in the earth in 22.5 cm layers to make ready for watering and compaction in Dams and Dykes for all heights including construction, Mantainance , watering and lighting of houl road and borrow area etc. complete as per the directed by the E.I.C (measurement of the fill to be taken up on finished compacted section under OMC condition).