Estimating and Costing The expected out turn of 12 mm plastering with cement mortar is 8.0 sq m 4.0 sq m 2.5 sq m 6.0 sq m 8.0 sq m 4.0 sq m 2.5 sq m 6.0 sq m ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn of 2.5 cm cement concrete floor per mansion per day 7.5 sqm 2.5 sqm 5.0 sqm 10 sqm 7.5 sqm 2.5 sqm 5.0 sqm 10 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 3250 m³ 3275 m³ 3300 m³ 3225 m³ 3250 m³ 3275 m³ ANSWER DOWNLOAD EXAMIANS APP
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 1.50 m³ 1.25 m³ 1.00 m³ 1.75 m³ 1.50 m³ 1.25 m³ 1.00 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The most reliable estimate is Cube rate estimate Detailed estimate Plinth area estimate Preliminary estimate Cube rate estimate Detailed estimate Plinth area estimate Preliminary estimate ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing In the mid-section formula The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections The mean depth is the average of depths of two consecutive sections The area of mid-sections is calculated by using mean depth All of these The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections The mean depth is the average of depths of two consecutive sections The area of mid-sections is calculated by using mean depth All of these ANSWER DOWNLOAD EXAMIANS APP
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