CONSTRUCTION OF 2ND FLOOR OF WORKSHOP BUILDING FOR KALAHANDI GOVT. ENGINEER COLLEGE BHAWANIPATNA

Providing 1st class Fly Ash brick masonry in superstructure using (250mmx110mmx80mm ) size fly-ash bricks having crushing strength not less than 75Kg/Sqcm in cement mortar (1:6) after immersing the bricks for minimum 6 hours in water before use with all necessary projections, splays cutting, circular moulding, corbelling etc as per drawings. including cost, conveyance, all taxes, royalties, loading and unloading of all materials, including cost of all labour, scaffolding, watering and curing, sundries, T&P etc. complete as per the direction of the Engineer-in-charge. Second Floor

Terrace Floor

Providing 1st class Fly Ash brick masonry work using (250mmx110mmx80mm ) size Fly-Ash brick having crushing strength not less than 75Kg/Sqcm in cement mortar (1:4) for half brick masonry (125 mm) walls with provisions for 2 nos of 6 mm dia M.S. bar at each 4th layers after immersing the bricks for minimum 6 hours in water before use with all necessary projections, splays cutting, circular moulding, corbelling etc as per drawings including the cost, conveyance, all taxes, royalties, loading and unloading of all materials including cost of steel and labour for work including scaffolding, watering and curing, sundries, T&P etc. complete as per the direction of the Engineer-in-charge. Second Floor

Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 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 and taxes 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. COLUMN UP TO CEILING LEVEL:- Second Floor

Terrace Floor

CONTINUOUS LINTEL 250 MM THICK WALL:- Second Floor

Terrace Floor

CHAJJA Second Floor

Terrace Floor

ROOF BEAM Second Floor