Improvement to Saleikana MIP in Telkoi Block of Keonjhar District under ERM Scheme for the year 2025-2026

Cleaning shurb jungle including uprooting stumps & small bushes and removal of rubbish up to a distance of 50m outside the periphery of the area.

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead. (Vide A/R Page No-221 & Item No-23) Data for 1.00 cum.

Dismantling Brick or stone masonry in lime or cement mortar above 3m height including stacking the useful materials for reuse and removing the debris within 50m.as directed by Engg-in-charge. Lead. A/R, Page No-215 & item No-4. ( Data for 2.83 cum )

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.

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.

Filling foundation & plinth with excavated earth including watering and ramming as per the direction of the Engineer-in-charge.

Excavation of foundation in hard soil within 50m Initial lead and 1.5m initial lift including dressing and leveling the bed making fit for laying concrete with all labours,T&P etc complete 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(RCC) M-20 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.

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

Providing, laying & fixing of R.C.C Hume Pipe (NP-3) with cement concrete ( 1 : 3 ) include-ing all cost and carrage of R.C.C Hume pipe etc. complete as per direction of Engineer in -charage.

Providing weepholes in brickmassonary /plain/ Reinforced concrete abutment ,wing wall/returns wall with 100 mm dia AC pipe ,extending through the full width of structure with slope of towards drawing foce as directed by the Engineer-in-Charge.

Providing fitting and fixing 12mm thick salitex board (Bitumenous expansion joint board) in expansion joints etc. complete as per drawing and technical specification. Vide S/R-2013,Page No-8 & item No 159 (a).

Excavation,loading ,unloading & carraige by mechanical means of all kinds of soil,including stoney earth,gravel & moorum etc interspread with boulders upto 1/2 cum size with all leads & delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per specification and directed by the E.I.C within an initial lead of 02 Km from the place of excavation etc complete.

Fine dressing of earthwork including cutting filling of earth upto 0.15m depth of surface and turfing with (03) three extra lead over initial lead of 50m and extra lead of 50m and 1.5m initial lift as per direction of Engineer-in-charge.

Filling in foudation and plinth with sand watered and rammed etc. complete as directed by Engineer-in charge.