Construction of 2 nos (S plus 1) E type staff quarters for Kasipur (R and B) Section-I and Kashipur(R and B) Section-II at Kashipur,Rayagada(civil,EI and PH) for the year 2025-26 Civil EI and PH

Clearing and grubbing road land including uprooting rank vegetation, grass,bushes, shrubs, saplings and tree girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 meters including removal and disposal of top organic Soil notexceeding 150mm in thickness as per clause 201 of MORT&H Spesifications for Road & Bridge works.

Earth work in foundation in hard soil or gravelly soil within 50m intial lead and lifts 1.5 M intial lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site including cost of all labour, T&P and dewatering if required for the work etc. complete as per drawing and Technical specification and as directed by the Engineer-in-Charge.

Earth work in Filling the foundation trenches and plinth with excavated materials with in initial lead of 50.00 mtr well etc complete complete as per drawing and Technical specification and as directed by the Engineer-in-Charge.

Supplying in Filling the foundation trenches and plinth with Sand well watered and rammed etc complete complete as per drawing and Technical specification and as directed by the Engineer-in-Charge.

Cement concrete of prop.(1:3:6) in foundation up to lowest bed level using hard black granite crusher broken metal of size 40 mm size down graded of approved quality from approved quarry as per approved design including hoisting,lowering,laying compacting concrete in layers not exceeding 6inch thick, watering, curing for three weeks shuttering the exposed surfaces, finished smooth, providing grooves of beads where necessary including cost, conveyance, royalty, & taxes of all materials, with labour, T&P required for the work etc., complete in all respects including dewatering if required as per direction of Engineer-in-Charge.

Cement concrete of prop.(1:2:4) in foundation up to lowest bed level using hard black granite crusher broken metal of size 12 mm size down graded of approved quality from approved quarry as per approved design including hoisting,lowering,laying compacting concrete in layers not exceeding 6inch thick, watering, curing for three weeks shuttering the exposed surfaces, finished smooth, providing grooves of beads where necessary including cost, conveyance, royalty, & taxes of all materials, with labour, T&P required for the work etc., complete in all respects including dewatering if required as per direction of Engineer-in-Charge.

Fly ash brick masonry in cement mortar (1:6) using bricks of 23cm size having a crushing strength of not less than 75 kg per Sq.cm, after immersing Bricks for six hours in waters before use with watering, curing etc. complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, all T&P etc. complete in all respect as directed by the Engineer-in-charge. Foundation & Plinth in Ground Floor

Superstructure Ground Floor

Superstructure First Floor

Superstructure Second Floor