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 1.00 m³ 1.25 m³ 1.75 m³ 1.50 m³ 1.00 m³ 1.25 m³ 1.75 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Pick up the item whose weight is added to the weight of respective item, is Brackets Cleats Bolts All listed here Brackets Cleats Bolts All listed here ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The plinth area of a building not includes Internal shaft for sanitary installations up to 2 sq m. in area Lift and wall including landing Area of the walls at the floor level Area of cantilevered porch Internal shaft for sanitary installations up to 2 sq m. in area Lift and wall including landing Area of the walls at the floor level Area of cantilevered porch ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The detention period in a septic tank is assumed 20 minutes 25 minutes 40 minutes 30 minutes 20 minutes 25 minutes 40 minutes 30 minutes 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/(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) ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved. 26,500 m³ 26,000 m³ 27,000 m³ 27,500 m³ 26,500 m³ 26,000 m³ 27,000 m³ 27,500 m³ ANSWER DOWNLOAD EXAMIANS APP
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