Construction of Dashpur-I Check Dam over local nalla in Gosani block of Gajapati district under MATY-3.0 Scheme-2026-27

Clearing shrub jungle and uprooting road land and berns and slopes of canal including uprocting tank vegitation grass bushes shrubs saplings and trees of girth up to 1.00 m removal of stumps of trees cut earlier and disposal of vunservisable materials and stacking of seviciable materials to be used or auctioned up to a lead of 1000 meters inculding removal and disposal of top crganic soit up to & not exceeding 150 mm in thickness on pre-measurement and depositing the debrises clear of worksite with all lead and lift complete as directed by the Engineer-in-charge.

Excavation, loading unloading and carriage by mechanical means of kinds of soil including stoney earth gravel and moorum etc interspread with boulders up to 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 work site as per the specification and as directed by the engineeer in charge within an initial lead o f1 km form the place of excavation complete..(Measurement will to be teken in finisied final level section)

Cement concrete M-15 grade 20mm down graded crusher broken hard granite aggregate of approved quality from approved quarry free from weathered skin quarry rubbish and foreign materials mixing by concrete mixer including ;lifting the materials hoisting, lowering and laying the concrete to required level with all leads and lifts compacting in layers of 0.15M thick with vibrators ramming finishing to proper slope and level, finishing the exposed surface smooth including watering curing for required period etc.including cost, conveyance ;royalty and other taxes of all materials labour T&P materials required for this item including hire running charges of the machineries .complete as directed by the Engineer-in-charge

Cement concrete M-20 grade 20mm down graded crusher broken hard granite aggregate of approved quality from approved quarry free from weathered skin quarry rubbish and foreign materials mixing by concrete mixer including ;lifting the materials hoisting, lowering and laying the concrete to required level with all leads and lifts compacting in layers of 0.15M thick with vibrators ramming finishing to proper slope and level, finishing the exposed surface smooth including watering curing for required period etc.including cost, conveyance ;royalty and other taxes of all materials labour T&P materials required for this item including hire running charges of the machineries .complete as directed by the Engineer-in-charge

Straighteing cuttting bending of steel reinforcement and tying the grills as per approved design & drawing and placing in position including cost conveyance royalties and others taxes of MS Rods m binding wires of 18 t 20 gauge with supply of all labour and T&P required for the work etc complete in all respect as directed by the EIC ( Weight of the binding wire is not included in the calcuiatin for payment)

Providing rigid smooth centering and shuttering for R.C.C. work to all heights including false work and dismantling then after casting and curing for required time including depositing the debrices clear of work site with all leads and lifts etc.complete with all cost, conveyance, royalty and other taxes of all materials as directed by the Engineer-in-charge.

Providing weep holes in reinforced concrete abutment, wing wall, return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce.etc. as per drawing and design etc including all cost, conveyance complete.

Rough stone Dry packing in aprons and slope and revetments to all heights with a hard stones of 30cm and above size (weighing 75 kg and above of approved quality quarried and free from weathered skins and of approved quality including filling the interstices with small stones and finishing to proper slope and level with cost,conveyance,royalty and other taxes of all materials required for the work etc. complete as directed by the Engineer-in-charge

Excavation of any approved type soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within 2 Km.on properly prepared and scintifically approved surface including spreading and levelling the earthin 22.50CM layer to make ready for watering and compaction in dams and dykes for all heights including construction , maintainace, watering and lighting houl road and borrow area etc. complete. as directed by the Engineer-in-charge.

Filling of Foundation with the excavated earth with all leads and lifts delfts including watering and ramming in layers complete in all respect etc completed as directed by the Engineer in Charge.