Estimating and Costing The expected out turn of cement concrete 1 : 2 : 4 per mason per day is 3.5 m³ 1.5 m³ 2.5 m³ 5.0 m³ 3.5 m³ 1.5 m³ 2.5 m³ 5.0 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn of half brick partition wall per mason per day is 1.5 m2 2.0 m2 4.0 m2 5.0 m2 1.5 m2 2.0 m2 4.0 m2 5.0 m2 ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The measurement is made in square metre in case of R.C.C. structure Hollow concrete block wall Cement concrete in foundation None of these R.C.C. structure Hollow concrete block wall Cement concrete in foundation None of these ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The main factor to be considered while preparing a detailed estimate, is Quantity of the materials All of these Transportation of materials Availability of materials Quantity of the materials All of these Transportation of materials Availability of materials ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is (6 + 12) chains (6 + 15) chains (6 + 18) chains None of these (6 + 12) chains (6 + 15) chains (6 + 18) chains None of these 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 3275 m³ 3250 m³ 3225 m³ 3300 m³ 3275 m³ 3250 m³ 3225 m³ 3300 m³ ANSWER DOWNLOAD EXAMIANS APP
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