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 500 m3 1000 m3 2000 m3 1500 m3 500 m3 1000 m3 2000 m3 1500 m3 ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Referring of given figure, pick up the correct statement from the following: The total length of centre line of four walls is 20 m Length of short walls in-to-in is 3.20 m All listed here Length of long wall out-to-out is 6.80 m The total length of centre line of four walls is 20 m Length of short walls in-to-in is 3.20 m All listed here Length of long wall out-to-out is 6.80 m ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing While preparing a detailed estimate Area should be measured correct to 0.01 sqm Volume should be measured correct to 0.01 cum Dimension should be measured correct to 0.01 m All of these Area should be measured correct to 0.01 sqm Volume should be measured correct to 0.01 cum Dimension should be measured correct to 0.01 m All of these ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Anti-siphonage pipe is connected to Main soil pipe Side of water closet Top of P trap W.C. Bottom of P trap W.C. Main soil pipe Side of water closet Top of P trap W.C. 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 3275 m³ 3250 m³ 3225 m³ 3300 m³ 3275 m³ 3250 m³ 3225 m³ 3300 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The area of a sloping surface of a protective embankment of mean height‘d’, side slopes S: 1 and length ‘L’ is √[d² × (ds)²] 2 L.D √(1 + s²) L.D √(1 + s²) d × d × s √[d² × (ds)²] 2 L.D √(1 + s²) L.D √(1 + s²) d × d × s ANSWER DOWNLOAD EXAMIANS APP
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