Revival of Kabataguda III L.I.Project under Pottangi Block of Koraput District

Earth work excavation in foundation in hard soil with 50 mtr initial lead 1.5 m initial lift including rough dressing and breaking clods to 2 cm to 7 cm and laying in layers not exceeding 0.3 m in depth as per direction of Engineer-in-charge

Earthwork in excavation of foundation in hard soil such as Hard stiff clay, stiff black cotton, hard red earth, shales, moorum ordinary gravels etc within 50m.Initial lead and 1.5m. Initial lift including rough dressing and levelling the bed and depositing the excavated materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete as per direction of the Engineer-in-charge. (Excavation by mechanical means 60% & manually 40%)

Filling foundation and plinth with sand watered and rammed as per direction of Engineer-in-charge.

Cement concrete ( 1:4:8) with 4 cm size h.g metal as per direction of engineer-in-charge.

Cement concrete ( 1:2:4) with 12 mm size h.g Chips as per direction of engineer-in-charge.

Rigid and smooth centering and shuttering for RCC work including false work and dismentalling them after casting including cost of materials complete in Column beams,Roof slab,Plinth Bend

Supplying, fitting and placing oncoated HYSD(TISCON) bar reinforcement complete as per drawing and technical specification including cutting , binding , bending and cost of binding wire.

Flyass Brick (25cmx12cm x8 cm) having crushing strength not less than 35kg/cm with dimensional tolerance ± 5% in cement mortar (1:6) in foundation and plinth.

12 mm thick cement plaster ( 1:6 ) over Brick masonary

Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.