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 d × d × s L.D √(1 + s²) 2 L.D √(1 + s²) √[d² × (ds)²] d × d × s L.D √(1 + s²) 2 L.D √(1 + s²) √[d² × (ds)²] ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Pick up the excavation where measurements are made in square meters for payment. Both (B) and (C) Ordinary cuttings up to 1 m Surface dressing up to 15 cm depths Surface excavation up to 30 cm depths Both (B) and (C) Ordinary cuttings up to 1 m Surface dressing up to 15 cm depths Surface excavation up to 30 cm depths ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing In case of laying gullies, siphons, intercepting traps, the cost includes All of these Connection to drains Setting and laying Bed concreting All of these Connection to drains Setting and laying Bed concreting ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The rate of payment is made for 100 cu m (per % cu m) in case of Earth work in excavation Rock cutting All of these Excavation in trenches for foundation Earth work in excavation Rock cutting All of these Excavation in trenches for foundation ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The brick work is measured in sq metre, in case of Half brick walls or the partition Brick flat soling Honey comb brick work All of these Half brick walls or the partition Brick flat soling Honey comb brick work All of these 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 3300 m³ 3250 m³ 3225 m³ 3275 m³ 3300 m³ 3250 m³ 3225 m³ ANSWER DOWNLOAD EXAMIANS APP
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