Improvement to Mohanguru MIP Nayagarh Block of Nayagarh district under MIPSP grant for the year 2025-26.

Clearing shrub jungles and uprooting stumps below 1.00 m. girth based on pre-measurement including clearing the debries and depositing the same clear of work site with all leads & lifts including supply of all labour etc. complete in all respect as directed by the Engineer in charge.

Earth work Excavation of foundation in all kind of soil to proper profile with all leads and initial lifts including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc. Complete in all respect as directed by the Engineer-in-charge.

Filling foundation and plinth with excavated earth including well watered and rammed etc. complete with cost, conveyance, royality of sand including all labour, T & P, Labour welfare cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

Filling foundation and plinth with filling sand, well watered and rammed with cost, conveyance, royality and taxes of all materials and cost of all labour, T&P, workers welfare cess etc. Complete in all respect as directed by the Engineer-in-charge.

Cement concrete M-15 grade with 20mm and down graded hard broken chips(crusher broken) of approvedd quality,quarried and free from weathered skins including hoisting,laying concrete in position to proper slopes and level,compacting and ramming in layers not excedding 15cm in depth and finishing the exposed surface smooth,providing beads or grooves where necessary with watering and making arrangement for carriage of water,curing for required time,shuttering if required including all cost,conveyance,royalty and other taxes of all materials etc. complete as directed by the Engineer-in Charge.

Cement concrete M-20 grade with 20mm and down graded hard broken chips(crusher broken) of approvedd quality,quarried and free from weathered skins including hoisting,laying concrete in position to proper slopes and level,compacting and ramming in layers not excedding 15cm in depth and finishing the exposed surface smooth,providing beads or grooves where necessary with watering and making arrangement for carriage of water,curing for required time,shuttering if required including all cost,conveyance,royalty and other taxes of all materials etc. complete as directed by the Engineer-in Charge.

Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, 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.

Excavation loading,unloading and carriage by mechanical means of all kinds of soil,including stoney earth,gravel and moorum etc inerspread with boulders upto 0.5 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated excavted materials away from work siteas per specification and directed by the Engineer in charge with in an initial lead of 3KM from the place of excavtion complete in all respect as directed by the Engineer-in-charge .(measurement will be taken on finished level section)