Construction of Baghamari Check Dam in Ranpur Block of Nayagarh district under MATY grant for the year 2025-26

Excavation loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc inerspread 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 excavted materials away from work siteas per specification and directed by the Engineer in charge with in an initial lead of 1 KM from the place of excavtion etc. complete in all respect as directed by the Engineer-in-charge. (measurement will be taken on finished level section)

Cement concrete M-15 grade with 20mm and downgraded hard broken chips(crusher broken) of approved quality, quarried and free from weathered skins including hoisting, laying concrete in position to proper slopes and level, compacting and ramming in layers not exceeding 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

Re-inforced 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.

Supplying, fitting and placing the HYSD bars including over lapping and binding were t including all cost and carrige etc. complete for straighteninh, cutting , bending, binding and tying the grills and placing in position for fabrication and fixing of reinforcement including lapping where necessary including supply of binding wire with all leads, lifts from bending yard to placement spot including cost of steel bars of any reinforcement as directed by the Engineer-in-charge.

Providing rigid smooth centering and shuttering for R.C.C. works foundation pinth band and footing base of columns mass concrete precast slab to all heights including false work and dismentaling 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, royality and other taxes of 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.

Rough stone dry packing in aprons revertments to all heights & slope with hard stones other than granites of 15cm to 30 cm size (weighting 140 Ibs per cft. And above) 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, royality and other taxes of all materials required for the work etc. complete in all respect as directed by the Engineer-in-charge. (1/6th volume will be deducted towrds viods).

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.

Providing weep holes in Brick masonry / Plain/ RCC in abutment wing wall/ return wall with 100 mm dia A.C. pipe, extending through the full width of the structure with slope of IV-20H towards drawing face and technical etc. complete as per drawing and technical. etc. complete in all respect as directed by the Engineer-in-charge.

Excavation of any approved type of soil in approved borrow area by mechanical means loadig into and transportation by mechanical means and unloading the soil within initial lead 1km on properly prepared and scientifically approved surface including spreading and leveling the earth in 20.50cm layers to make ready for watering and compactionin dams and dykeys for all heights including construction, maintenance, watering and lighting for haul road and borrow area etc. complete in all respect as directed by the Engineer-in-charge. (Measurement should be taken on finished level section).