Estimating and Costing The expected out turn of half brick partition wall per mason per day is 4.0 m2 2.0 m2 1.5 m2 5.0 m2 4.0 m2 2.0 m2 1.5 m2 5.0 m2 ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The measurement is made for stone work in square metre in case of (A) and (B) of the above Building work Wall facing Columns, lintels, copings (A) and (B) of the above Building work Wall facing Columns, lintels, copings ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The total length of a cranked bar through a distance (d) at 45° in case of a beam of effective length L, is L - (0.42 d) L + (2 × 0.42 d) L - (2 × 0.4 d) L + 0.42 d L - (0.42 d) L + (2 × 0.42 d) L - (2 × 0.4 d) L + 0.42 d ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The brick work is not measured in cu m in case of Reinforced brick work One or more than one brick wall Brick work in arches Half brick wall Reinforced brick work One or more than one brick wall Brick work in arches Half brick wall 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 + 18) chains (6 + 12) chains (6 + 15) chains None of these (6 + 18) chains (6 + 12) chains (6 + 15) 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 3300 m³ 3225 m³ 3275 m³ 3250 m³ 3300 m³ 3225 m³ 3275 m³ 3250 m³ ANSWER DOWNLOAD EXAMIANS APP
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