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 2.00 cum 4.00 cum 1.00 cum 3.00 cum 2.00 cum 4.00 cum ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The inspection pit or chamber is a manhole provided in a base drainage system All of these At every change of gradient At every 30 m intervals At every change of direction All of these At every change of gradient At every 30 m intervals At every change of direction 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
Estimating and Costing The expected out turn of half brick partition wall per mason per day is 4.0 m2 2.0 m2 5.0 m2 1.5 m2 4.0 m2 2.0 m2 5.0 m2 1.5 m2 ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing A cement concrete road is 1000 m long, 8 m wide and 15 cm thick over the sub-base of 10 cm thick gravel. The box cutting in road crust is 2000 m3 500 m3 1000 m3 1500 m3 2000 m3 500 m3 1000 m3 1500 m3 ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The diameter of a domestic sewer pipe laid at gradient 1 in 100 is recommended 200 mm 100 mm 175 mm 150 mm 200 mm 100 mm 175 mm 150 mm ANSWER DOWNLOAD EXAMIANS APP