Estimating and Costing The expected out turn for earth work in excavation in ordinary soil per workman per day is 1.00 cum 3.00 cum 4.00 cum 2.00 cum 1.00 cum 3.00 cum 4.00 cum 2.00 cum ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing According to ISI method of measurement, the order of the sequence is Height, length, breadth Length, breadth, height Breadth, length, height None of these Height, length, breadth Length, breadth, height Breadth, length, height None of these ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The diameter of a domestic sewer pipe laid at gradient 1 in 100 is recommended 200 mm 175 mm 150 mm 100 mm 200 mm 175 mm 150 mm 100 mm 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 None of these Half breadth of wall on each side Breadth of the wall One fourth breadth of wall on each side None of these Half breadth of wall on each side Breadth of the wall One fourth breadth of wall on each side ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The order of booking dimensions is Length, breadth, height Height, breadth, length None of these Breadth, length, height Length, breadth, height Height, breadth, length None of these Breadth, length, height 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 3250 m³ 3225 m³ 3275 m³ 3300 m³ 3250 m³ 3225 m³ 3275 m³ 3300 m³ ANSWER DOWNLOAD EXAMIANS APP
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