Estimating and Costing The expected out turn of cement concrete 1 : 2 : 4 per mason per day is 3.5 m³ 5.0 m³ 1.5 m³ 2.5 m³ 3.5 m³ 5.0 m³ 1.5 m³ 2.5 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing If B is the width of formation, d is the height of the embankment, side slope S : 1, for a highway with no transverse slope, the area of cross-section is B + d + Sd B × d - Sd1/2 Bd + Sd2 ½ (Bd + Sd2) B + d + Sd B × d - Sd1/2 Bd + Sd2 ½ (Bd + Sd2) 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) ½ × (b + rd)²/(r - s) ⅓ × (b - rd)²/(s - r) ⅓ × (b - rd)²/(r - s) ⅓ × (b - rd)²/(r + s) ½ × (b + rd)²/(r - s) ⅓ × (b - rd)²/(s - r) ⅓ × (b - rd)²/(r - s) ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The minimum width of a septic tank is taken 80 cm 90 cm 75 cm 70 cm 80 cm 90 cm 75 cm 70 cm ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The detention period in a septic tank is assumed 30 minutes 40 minutes 20 minutes 25 minutes 30 minutes 40 minutes 20 minutes 25 minutes ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn for earth work in excavation in ordinary soil per workman per day is 4.00 cum 2.00 cum 3.00 cum 1.00 cum 4.00 cum 2.00 cum 3.00 cum 1.00 cum ANSWER DOWNLOAD EXAMIANS APP
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