Estimating and Costing The expected out turn for earth work in excavation in ordinary soil per workman per day is 2.00 cum 3.00 cum 4.00 cum 1.00 cum 2.00 cum 3.00 cum 4.00 cum 1.00 cum ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Size, capacity and materials need be specified for Stop-cocks Ball valves Bib-cocks All of these Stop-cocks Ball valves Bib-cocks All of these ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Anti-siphonage pipe is connected to Main soil pipe Top of P trap W.C. Side of water closet Bottom of P trap W.C. Main soil pipe Top of P trap W.C. Side of water closet Bottom of P trap W.C. 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 3275 m³ 3225 m³ 3300 m³ 3250 m³ 3275 m³ 3225 m³ 3300 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The volume is measured correct to the nearest 0.03 cum 0.04 cum 0.01 cum 0.02 cum 0.03 cum 0.04 cum 0.01 cum 0.02 cum ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing If tensile stress of a steel rod of diameter ‘D’ is 1400 kg/cm² and bond stress is 6 kg/cm², the required bond length of the rod is 59 D 50 D 39 D 30 D 59 D 50 D 39 D 30 D ANSWER DOWNLOAD EXAMIANS APP
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