Improvement to Kendula D/W MIP at Village Kendula in Nuagada Block of Gajapati district under Imp. to DW scheme for the year 2026-27

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)

Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level and making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts etc. 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.

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

Laying and fixing in position R.C.C. Spun pipe of 450 mm dia. with collar jointed in cement concrete (1:1) using 12mm size hard broken granite chips including cost, conveyance, royalty and other taxes of all materials with watering and curing for required time and including cost, conveyance of Hume pipe and collars etc. complete as directed by the Engineer in-charge.

Earth work in hard soil with all leads and required depth of cutting and depositing the excavated earth on embankment profile with all leads and lifts including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30M in depth and depositing the balance spoils if any clear work site with all leads and lifts complete as directed by the Engineer-in-charge. (Measurement will to be teken in finisied final level section)