Construction of 300 seated Boys Hostel Building at Govt SSD High School Gorakhpur Boys campus in the District of Rayagad afor the year 2026-27

Cleaning and grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness ARP 196 item no.3 UClearing and grubbing roads and land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.nit= 100sqm Data for 10000sqm (Manual means)

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.

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

Supplying, Diluting and Preparing Chemical Emulsion like CHLORPYRIPHOS or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-constructional Anti Termite Treatment and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, surrounding the pipes and conduits etc. complete at the rate of 7.5 liters (or as directed by the manufacturer) per sqm on vertical and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center etc.complete as per IS:6313/1981(Part-II) and as per the direction of the Engineer-in-charge including cost of all materials, labour, taxes, etc. complete.

Filling the foundation 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 6 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. In Foundation and Plinth

In Superstructure

FIRST FLOOR

SECOND FLOOR