Estimating and Costing The slope of the outlet of 'P trap' below the horizontal is kept 14° 8° 12° 10° 14° 8° 12° 10° ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The ground surface slopes 1 in 50 along a proposed railway embankment 150 m in length. The height of the embankment at zero chainage is 0.5 m, the width is 11 m and side slopes 2:1. If the falling gradient of the embankment is 1 in 150, the quantity of the earthwork calculated by Prismoidal formula, is 3300 m³ 3250 m³ 3275 m³ 3225 m³ 3300 m³ 3250 m³ 3275 m³ 3225 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The most reliable estimate is Plinth area estimate Detailed estimate Cube rate estimate Preliminary estimate Plinth area estimate Detailed estimate Cube rate estimate Preliminary estimate ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The 'centre line method' is specially adopted for estimating All of these Circular buildings Octagonal buildings Hexagonal buildings All of these Circular buildings Octagonal buildings Hexagonal buildings ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The weight of an item is measured correct to nearest 0.25 kg 1.00 kg 0.75 kg 0.50 kg 0.25 kg 1.00 kg 0.75 kg 0.50 kg 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 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] 2 L.D √(1 + s²) ANSWER DOWNLOAD EXAMIANS APP
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