Estimating and Costing Cost of fittings and their fixing is specified for the following sanitary fittings Water closets All listed here Flushing pipes Lavatory basins Water closets All listed here Flushing pipes Lavatory basins ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn for earth work in excavation in ordinary soil per workman per day is 4.00 cum 3.00 cum 2.00 cum 1.00 cum 4.00 cum 3.00 cum 2.00 cum 1.00 cum ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The area of a sloping surface of a protective embankment of mean height‘d’, side slopes S: 1 and length ‘L’ is 2 L.D √(1 + s²) d × d × s L.D √(1 + s²) √[d² × (ds)²] 2 L.D √(1 + s²) d × d × s L.D √(1 + s²) √[d² × (ds)²] ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The plinth area of a building not includes Lift and wall including landing Internal shaft for sanitary installations up to 2 sq m. in area Area of the walls at the floor level Area of cantilevered porch Lift and wall including landing Internal shaft for sanitary installations up to 2 sq m. in area Area of the walls at the floor level Area of cantilevered porch ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is None of these (6 + 12) chains (6 + 15) chains (6 + 18) chains None of these (6 + 12) chains (6 + 15) chains (6 + 18) chains ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The cross-sections for a highway is taken at 30 meters apart All of these Right angle to the centre line Intermediate points having abrupt change in gradient 30 meters apart All of these Right angle to the centre line Intermediate points having abrupt change in gradient ANSWER DOWNLOAD EXAMIANS APP
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