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
Estimating and Costing The cross-sections for a highway is taken at 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 30 meters apart ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The damp proof course (D.P.C.) is measured in None of these Cub. m Meters Sq. m None of these Cub. m Meters Sq. m ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The rate of an item of work depends on Proportion of mortar Specifications of works All of these Specifications of materials Proportion of mortar Specifications of works All of these Specifications of materials ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The following item of earth work is not measured separately. Site clearance Setting out of works Steps in deep excavation All listed here Site clearance Setting out of works Steps in deep excavation All listed here 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 1.00 m³ 1.25 m³ 1.50 m³ 1.75 m³ 1.00 m³ 1.25 m³ 1.50 m³ ANSWER DOWNLOAD EXAMIANS APP
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