Construction Of Market Complex Building Hata Phase 1under Chandbali NAC

Earth work in excavation of foundation trenches in all kids of soil including dressing and leavelling the bed upto the required depth and depositing the excaveted materials with all leads & lifts T&P Shoring and shuttering watering if necessary etc. complete as per directed by the Engineer-in-charge.

Supplying and filling foundation and plinth with sand watered and rammed including cost, conveyance, royalties and taxes of all materials and cost of all labour, T&P required for the work etc. complete (measurement will be taken on finished compacted section only) as directed by the Engineer-in Charge

Cement concrete (1:3:6) using approved quality from approved quarry including lowering laying concrete watering and curing etc. as required levels laid in layers not exceeding(0'-6'') 15 cm thick including cost, conveyance,royalities and taxes of all materials and cost of all labour ,T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge .

Cement concrete (1:2:4) using approved quality from approved quarry including lowering laying concrete watering and curing etc. as required levels laid in layers not exceeding(0'-6'') 15 cm thick including cost, conveyance,royalities and taxes of all materials and cost of all labour ,T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge .

R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Column Footing Base

R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Plinth Beam

R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR R.C.C. Columns

R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Lintel

R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR Roof Beam(Ground floor)

R.C.C. work M-25 in grade having a minimum compressive strength (in work test) 250 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete. FOR R.C.C. Roof Slab