Estimating and Costing The rate of an item of work depends on Specifications of materials Proportion of mortar Specifications of works All of these Specifications of materials Proportion of mortar Specifications of works All of these ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Berms are provided in canals if these are All of these Fully in excavation Partly in excavation and partly in embankment Fully in embankment All of these Fully in excavation Partly in excavation and partly in embankment Fully in embankment ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing In the mid-section formula All of these The area of mid-sections is calculated by using mean depth 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 All of these The area of mid-sections is calculated by using mean depth 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 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 3300 m³ 3250 m³ 3275 m³ 3225 m³ 3300 m³ 3250 m³ 3275 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn of cement concrete 1 : 2 : 4 per mason per day is 5.0 m³ 1.5 m³ 2.5 m³ 3.5 m³ 5.0 m³ 1.5 m³ 2.5 m³ 3.5 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 1.00 m³ 1.25 m³ 1.75 m³ 1.50 m³ 1.00 m³ 1.25 m³ 1.75 m³ 1.50 m³ ANSWER DOWNLOAD EXAMIANS APP
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