Improvement to Left Main Canal of Jamsole MIP in Suliapada Block of Mayurbhanj District under MIPSP Scheme for the year 2025-26.

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within all Lead with all labours T&P as required etc Complete as directed by the Engineer-in-Charge.

Excavation, loading, unloading & carriage 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 and lifts including trimming of slopes and bed to design section & depositing the excavated materials away of work site as per the specification and as directed by Er. incharge within an initial lead of 1km from the place of excavation complete

Earth work in excavation of foundation in all kinds of soil with all leads and lifts including dressing and leveling the bed of foundation to proper slope and level and making it fit for laying concrete including depositing the excavated materials clear of work site with all leads, lifts and delifts etc. complete including dewatering from foundation if required etc. 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 & plinth with sand well watered and rammed including cost, conveyance, royalty of materials and supply of all labour, taxes as per prvailing norm and T&P, dewatering if required for the work etc. complete and as directed by Engineer-in-charge.

Cement concrete M 15 grade with crushed granite 20mm down graded coarse aggregate of approved quality mixing by concrete mixer including hoisting, lowering & laying concrete in position to proper slope and level & compacting by vibrator in layers not exceeding 0.15m depth & finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty all materials labour, T & P materials required for this item including hire and running charges of machineries complete as directed by the Engineer-in-charge.

RCC M 20 grade with crushed granite 20mm down graded coarse aggregate of approved quality mixing by concrete mixer including hoisting, lowering & laying concrete in position to proper slope and level & compacting by vibrator in layers not exceeding 0.15m depth & finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty all materials labour, T & P materials required for this item including hire and running charges of machineries complete as directed by the Engineer-in-charge.

Supplying, fitting and placing uncoated HYSD bar reinforcenment in position as per approved design & specification including cost, conveyance of binding wires of 18 to 20 gauge and M.S. Rods complete in all respect with supply of all labour and T&P required for the work etc. complete in all respect 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 materials,labour ,T&P etc. complete as directed by the Engineer-in-charge.

Providing weep holes in Brick masonary / plain / Reinforced Concrete aboutment, wingwall / Return wall with 50mm dia P.V.C pipe, extending through the full width of the structure with slope of 1 v : 20 H to-wards drawing face etc. complete as per drawing and technical specification.

Filling the foundation and plinth with excavated earth including watering and ramming properly,with cost of all labour, t&p reqd. for the item complete and as directed by the Engineer-in-charge.

Supplying, Laying and fixing 150mm dia RCC Hume pipes(NP-3) of approved quality for outlets including cost, conveyance of pipes to the work site with cost of all other materials and supply of all labour and T&P required for the work etc. complete in all respect as directed by Engineer-in-charge.

Earth work in ordinary soil with all leads, lifts and delifts including rough dressing and breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.30m in depth to the design profile as per direction of the Engineer-in-charge.

Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7cm , laying in layers not exceeding 0.30m in depth including rayality of earth etc completed as per the direction of Engineer in charge.( 1/6 voids volume will be deducted towards settlement of earth in filling section )

Excavation of any approvd type of soil in approved borrow areas by mechanical means, loading into and transportation by mechanical means and unloading the soil within initial lead of 1 Km. on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.50cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dame and dykes for all heights including construction, maintenance,watering and lighting of haul road and borrow area with royalty of earth etc. complete as per direction oof Engineer incharge.( Measurement will be taken on the finished compacted section under OMC condition)