Const. of 3rd floor of new Academic Building of SCSTRTI, Bhubaneswar.

EARTH WORK

Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the dept. for extension portico

Ordinary Soil

extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials

Ordinary Soil

Supplying & Filling foundation trenches , plinth & ditches with clean course river sand well watered and rammed in layers not exceeding 23 c.m. in depth with all lead and lift including cost, conveyance, loading, unloading, stacking, royalties and all taxes of sand, cost & conveyance of water, cost of all Labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer- in -charge.

Back filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m.

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

PLAIN & REINFORCEMENT CONCRETE

Providing and laying P.C.C[1:3:6] using 4cm size metal etc in foundation and floors using cement, 40 mm size crusher broken H.G. Metal and screened and washed sharp river sand for mortar of approved quality and from approved quarry including hoisting, lowering and laying concrete to the required level, ramming, watering and curing etc