Construction of Staff Qtr at Tarava Colony AS under Gumma Block

Fly Ash Brick Masonry in cement mortar of mix (1:6) using Fly Ash bricks of size 23cm x 11 cm x 8 cm in Superstructure having crushing strength not less than 75 kg per square c.m, with cement and screened & washed sharp sand for mortar after immersing the bricks for 6 (Six) hours in water before use in works with all necessary projections, splays cuffing, circular moulding, corbelling, chamfering, watering and curing etc. including cost, coveyance.stacking. loading, uriloading, royalties, all taxes cost of all labour Labour cess scaffolding, sundries and T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. 1st Floor

Providing and laying in position ready mixed M20 grade concrete having compressive strength at 28 days test not lessthan 250kg/sq.cm for reinforced cement concrete work using cement content as per approved design mix etc including Rigid & smooth centering and shuttering. RCC Plinth /Grade Beam First Floor

RCC Coloumn First Floor

RCC Beam First Floor

RCC Stair Case

RCC Lintel First Floor

RCC Chajja First Floor

RCC Roof Slab First Floor

Supplying HYSD/Tor steel reinforcement from SAIL,VIZAG STEEL OR TATA STEEL brand of required diameter of approved quality including Labour charges for cutting, bending, binding and tying the grills and placing in position including cost, conveyance & taxes of reinforcements confirming to ISI standard and binding wire 18 to 20 gauge and as per drawing, design etc. complete as per the direction of Engineer-in-Charge. First Floor

12 mm thick cement plaster (1:6) over brick work including racking out joints finishing smooth with proper plumb and line watering curing for seven days with cost, conveyance, royality taxes of all materials, labour, T & P required for the work etc. Complete as per the direction of Engineer-in-Charge. First Floor