Estimating and Costing The expected out turn of brick work in cement mortar in foundation and plinth per mason per day, is 1.75 m³ 1.25 m³ 1.00 m³ 1.50 m³ 1.75 m³ 1.25 m³ 1.00 m³ 1.50 m³ 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 3225 m³ 3250 m³ 3300 m³ 3275 m³ 3225 m³ 3250 m³ 3300 m³ 3275 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The brick work is measured in sq metre, in case of Honey comb brick work Half brick walls or the partition Brick flat soling All of these Honey comb brick work Half brick walls or the partition Brick flat soling All of these ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The brick work is not measured in cu m in case of Brick work in arches One or more than one brick wall Half brick wall Reinforced brick work Brick work in arches One or more than one brick wall Half brick wall Reinforced brick work ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The detention period in a septic tank is assumed 40 minutes 30 minutes 25 minutes 20 minutes 40 minutes 30 minutes 25 minutes 20 minutes 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 2 L.D √(1 + s²) √[d² × (ds)²] L.D √(1 + s²) d × d × s 2 L.D √(1 + s²) √[d² × (ds)²] L.D √(1 + s²) ANSWER DOWNLOAD EXAMIANS APP
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