Construction of Attendant Rest Shed for Cancer Hospital Bargarh.

Earth work in excavation of foundation trenches in all type of 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 lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge.

Supplying, filling in foundation and plinth with sand in 22.5 cm (9”) thick layers including watering and ramming with cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete (Measurement will be taken on finished compacted section only). as per the specification and direction of Engineer-in-charge. Ground FLoor

Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard hand broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc complete as per the direction of the Engineer -in-charge.

Fly Ash brick masonry in cement mortar (1:6) in Foundation and Plinth using fly ash bricks of 23cm x 11cm x 8cm size having a crushing strength of not less than 75 kg/cm2 with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing including cost, conveyance, royalties and taxes of all materials with all labour, cess and T&P required for the work complete in all respect.

RCC work M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centring and shuttering and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in proper position as per direction of the Engineer in charge

GROUND FLOOR

Column Base Footing

Plinth Bend

Column(Superstructure)

Lintel Bend