Estimating and Costing The expected out turn of 2.5 cm cement concrete floor per mansion per day 7.5 sqm 5.0 sqm 2.5 sqm 10 sqm 7.5 sqm 5.0 sqm 2.5 sqm 10 sqm ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The correct Prismoidal formula for volume is D/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas] D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas] D [first area + last area + Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 4 Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas] D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas] D [first area + last area + Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 4 Ʃ Even area + 2 Ʃ odd areas] ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The area is measured correct to the nearest 0.01 sqm 0.02 sqm 0.03 sqm 0.04 sqm 0.01 sqm 0.02 sqm 0.03 sqm 0.04 sqm 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 3225 m³ 3275 m³ 3250 m³ 3300 m³ 3225 m³ 3275 m³ 3250 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The damp proof course (D.P.C.) is measured in Cub. m None of these Sq. m Meters Cub. m None of these Sq. m Meters ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The order of booking dimensions is Height, breadth, length None of these Length, breadth, height Breadth, length, height Height, breadth, length None of these Length, breadth, height Breadth, length, height ANSWER DOWNLOAD EXAMIANS APP