Estimating and Costing The damp proof course (D.P.C.) is measured in Sq. m Meters None of these Cub. m Sq. m Meters None of these Cub. m 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 Area of the walls at the floor level Area of cantilevered porch Lift and wall including landing Internal shaft for sanitary installations up to 2 sq m. in area Area of the walls at the floor level Area of cantilevered porch Lift and wall including landing ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing In long and short wall method of estimation, the length of long wall is the centre to centre distance between the walls and Half breadth of wall on each side One fourth breadth of wall on each side None of these Breadth of the wall Half breadth of wall on each side One fourth breadth of wall on each side None of these Breadth of the wall 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 3250 m³ 3225 m³ 3300 m³ 3275 m³ 3250 m³ 3225 m³ 3300 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The concrete work for the following part of the building of specified thickness is measured in square meters All of these Floors Wall panels Root slabs All of these Floors Wall panels Root slabs 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. 27,000 m³ 26,500 m³ 26,000 m³ 27,500 m³ 27,000 m³ 26,500 m³ 26,000 m³ 27,500 m³ ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS