Construction of 1 No C Type Quarter at Reamal in the the District of Deogarh Buildings.

Excavation in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with .

Earth work in excavation of foundation in stoney earth & gravels mixed with stone & boulder not exceeding 0.014cum in volume within 50m initial lead and 1.50m initial lift including rough dressing breaking clods to maximum 5cm to 7cm & laying in layers not exceeding .0.3m depth and as per direction of the Engineer-in-Charge.

Exacavation of foundation in hard rock by cheseling etc complete.(Blasting provited Area ) with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.

Excavation in Hard rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with .

Removal of Excavated earth up to a distance of 5km by mechanical means with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.

Filling F&P with excavated earth including watering and ramming with cost of all labour etc. complete including cost of all labour,T&P completed as directed by the Engineer-in-charge.

Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).

Cement concrete of proportion (1:3:6) in foundation and floors using 4cm (1 ½) size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6) thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with all labour, cess and T&P required for the work etc. complete in all respect.

Cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with labour, cess and T&P etc. required for the work complete. Ground Floor

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 in all floors.