Construction of Annex Building at District Collectorate Nabarangpur.

Civil Works Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge.

Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge with 1st extra lift of 1.50 m over initial laft.

Clearing, & grubbing road including all cost of labour and materials etc. complete.

Disposal of building rubbish / malba /rock/ similar unserviceable, dismantled or waste materials by mechanical means within 1km Lead away from the site, including loading, transporting, unloading to approved dumping ground or as approved /directed by Engineer-in-charge, including cost of equipments/ labour, conveyance, T&P and taxes etc. as per the direction of Engineer-in-charge.

Providing, supplying, diluting & injecting chemical emulsion for existing building anti termite treatment to both side below masonry walls existing floor points of contact of wood work by chlorpyriphos specification including drilling and plugging holes at 300mm centre to walls with making good to the holes with C.M. (1:4) after treatment including cost of all materials, labour T&P Required for the work as IS 6313 (Part-3)-2001 (Second Revision) Complete.

Supplying and filling in foundation trenches and plinth with sand, well watered and rammed in layers not exceeding 23cm in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and , materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge.

Supply and providing Plain Cement concrete of proportion (1:4:8) in foundation and floors using 4cm. size hard black hand broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers not exceeding 15cm (6 Inch) thick including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge.

Providing and lying Plain Cement Concrete of proportion (1:3:6) in foundation and floors using 4cm (1 1/2") 0 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading,cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.

Brickwork with Fly ash bricks in cement mortar (1:6) in F&P (23cm x 11cm x 8 cm) having minimum crushing strength not less than 75 kg.per.sq.cm. including splays cutting, circular moulding, chamfering, corbelling and similar such type of woks with all necessary projections watering and curing for 7 days after immersing the bricks in water for six hours before use etc. complete including cost and conveyance of all materials, labour with T&P required for the work and royalties etc. complete in all respect as per direction of Engineer in charge.

Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. 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 complete as per direction of Engineer-In -Charge.