Construction of Manuanali Check Dam in Parjang Block of Dhenkanal District under MATY 3.0 scheme for the year 2026-27

Clearing shrub jungles uprooting stumps and small bushes and trees 1 M girth on premeasurement …etc Complete as per the direction of the Engineer- in -Charge

Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from site as per the specification and as directed by the E.I.C within an initial lead of1km from the place of excavation complete 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 by mechanical means and unloading the soil with all leads and lift on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.50cm layers to make ready for compaction with HRR in afflux bund for all height including construction, maintenance and lightening of haul road and borrow area etc. complete as per direction of Engineer-in-Charge(Measurement will be taken on finished level section)only

Filling in foundaiton and plinth with excavated material including watering and ramming etc.complete including cost, conveyance ,royalty and all other taxes of all materials with supply of all labour and T & P required for the work etc.complete in all respect as directed by the Engineer in Charge

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

Cement Concrete work with cement concrete M-20 using 20 mm down graded hard granite chips of approved quality mixing by concrete mixer including hoisting, lowering and laying the concrete in position to proper slope and level and compacting by Vibrators in layers .not exceeding 0.15m depth and finishing exposed surface smooth including watering, curing for required period with cost, conveyance, royalty and other taxes of all materials including all labour and T&P materials required for the item including hire and running charges of the machineries complete in all respect as directed by the Engineer-in-charge.

Straightening, cutting, bending, binding, fitting and placing uncoated HYSD bar reinforcement and laying in position including cost of binding wire 18 to 20 gauge and fixing of reinforcement including lapping where necessary with all leads, lifts from bending yard to placement spot including cost ,conveyance & all taxes of reinforcement 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 weir, barrage and dam blocks including cost of materials, labour, T & P etc. complete as directed by the Engineer in charge including removal of forms.

Rough stone dry packing in approns and revetments to all heights and thickness using hard granite stone of 15cm to 30 Cm and laterite of 1cutf and above size weighing 160 Lbs/Cft and above of approved quality free from weathered skin including filling the interstices with small stones by edging and hammering to proper slope and level with cost, conveyance, royalty and other taxes of all materials including all labour and T&P materials required for the item complete in all respect as directed by the Engineer-in-charge. (1/6th volume is to be deducted towards voids.)

Providing weep holes in Brick masonry/plain/reinforcd concrete abutement,wingwall/return wall with 100mm dia AC pipe Sch.80 extending through the full width of the structure with slope of 1V:20H towards drawing face etc.omplete in all respect as directed by Engineer-in-Charge.