Estimating and Costing Anti-siphonage pipe is connected to Side of water closet Bottom of P trap W.C. Top of P trap W.C. Main soil pipe Side of water closet Bottom of P trap W.C. Top of P trap W.C. Main soil pipe 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 3250 m³ 3275 m³ 3225 m³ 3300 m³ 3250 m³ 3275 m³ 3225 m³ 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 26,000 m³ 26,500 m³ 27,500 m³ 27,000 m³ 26,000 m³ 26,500 m³ 27,500 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing For 12 mm thick cement plastering 1 : 6 on 100 sq.m new brick work, the quantity of cement required, is 0.247 m³ 0.200 m³ 0.295 m³ 0.274 m³ 0.247 m³ 0.200 m³ 0.295 m³ 0.274 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The measurement is made for stone work in square metre in case of Building work Wall facing Columns, lintels, copings (A) and (B) of the above Building work Wall facing Columns, lintels, copings (A) and (B) of the above ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn of 12 mm plastering with cement mortar is 2.5 sq m 4.0 sq m 8.0 sq m 6.0 sq m 2.5 sq m 4.0 sq m 8.0 sq m 6.0 sq m ANSWER DOWNLOAD EXAMIANS APP
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