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 Pick up the item of work not included in the plinth area estimate W' Area Wall thickness Courtyard area Room area W' Area Wall thickness Courtyard area Room area ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The measurement is not made in square meters in case of P.C. (Damp proof course) Concrete Jeffries R.C. Chhajja Form works P.C. (Damp proof course) Concrete Jeffries R.C. Chhajja Form works ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The plinth area of a building not includes 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 Internal shaft for sanitary installations up to 2 sq m. in area 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 3225 m³ 3250 m³ 3300 m³ 3275 m³ 3225 m³ 3250 m³ 3300 m³ 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 3250 m³ 3225 m³ 3300 m³ 3275 m³ 3250 m³ 3225 m³ ANSWER DOWNLOAD EXAMIANS APP
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