Estimating and Costing The expected out turn of brick work in cement mortar in foundation and plinth per mason per day, is 1.50 m³ 1.75 m³ 1.00 m³ 1.25 m³ 1.50 m³ 1.75 m³ 1.00 m³ 1.25 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The measurement is made for stone work in square metre in case of Columns, lintels, copings (A) and (B) of the above Building work Wall facing Columns, lintels, copings (A) and (B) of the above Building work Wall facing 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 3275 m³ 3225 m³ 3250 m³ 3300 m³ 3275 m³ 3225 m³ 3250 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The item of steel work which is measured in sq.m, is Collapsible gates All listed here Rolling shutters Ventilators and glazing Collapsible gates All listed here Rolling shutters Ventilators and glazing 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 + (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 L - (0.42 d) ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The cross-section of a road partly in banking and partly in cutting is shown in the given figure. The area of the shaded portion is ⅓ × (b - rd)²/(r + s) ⅓ × (b - rd)²/(s - r) ⅓ × (b - rd)²/(r - s) ½ × (b + rd)²/(r - s) ⅓ × (b - rd)²/(r + s) ⅓ × (b - rd)²/(s - r) ⅓ × (b - rd)²/(r - s) ½ × (b + rd)²/(r - s) ANSWER DOWNLOAD EXAMIANS APP
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