Construction of E Type Quarter 1No. PHC building at Jamkhunta under Bangomunda Block in the district of Bolangir

Civil Works: Diluting and injecting chemical emulsion (to be supplied free of cost at site of work) for PRE CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (plinth area of the building at ground floor only shall be measured for payment) including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge.

Earth work in excavation of foundation trenches in hard soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lift. complete as directed by the Engineer-in-charge

Supplying & filling of foundation with course sand well watered and rammed including cost, cost of all labour, carriage, royalty complete in all respect and as directed by the Engineer-in-charge

Cement Concrete (1:3:6) using 40mm size hard granite C.B. metal approved quality from approved quarry including cost, carriage, royalty, cost of all labour. etc complete and as directed by the Engineer-in-charge.

Brick work with Flyash Bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge.

Brick work with Flyash Bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in Super Structure including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge. Ground Floor

Head Room

Brick work with Fly Ash. Bricks in cement mortar (1:4) in Super Structure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary and as directed by the Engineer-in-charge. Ground Floor

R.C.C. M-20 grade with 20mm and down grade C.B. chips of approved quality from approved quarry including hoisting, laying hire charges of concrete mixture, vibrator, watering, curing and cost of all materials and labour, centering shuttering etc complete but excluding cost of reinforcement and as directed by the Engineer-in-charge. Ground Floor Footing

Plinth Beam