Estimating and Costing The brick work is not measured in cu m in case of Reinforced brick work Half brick wall Brick work in arches One or more than one brick wall Reinforced brick work Half brick wall Brick work in arches One or more than one brick wall ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn of 12 mm plastering with cement mortar is 8.0 sq m 4.0 sq m 2.5 sq m 6.0 sq m 8.0 sq m 4.0 sq m 2.5 sq m 6.0 sq m ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The plinth area of a building not includes Area of cantilevered porch Internal shaft for sanitary installations up to 2 sq m. in area Lift and wall including landing Area of the walls at the floor level Area of cantilevered porch Internal shaft for sanitary installations up to 2 sq m. in area Lift and wall including landing Area of the walls at the floor level ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The correct Prismoidal formula for volume is D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas] D/3 [first area + last area + 4 Ʃ Even area + 2 Ʃ odd areas] D [first area + last area + Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas] D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas] D/3 [first area + last area + 4 Ʃ Even area + 2 Ʃ odd areas] D [first area + last area + Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas] 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 3225 m³ 3275 m³ 3250 m³ 3300 m³ 3225 m³ 3275 m³ 3250 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The slope of the outlet of 'P trap' below the horizontal is kept 10° 14° 12° 8° 10° 14° 12° 8° ANSWER DOWNLOAD EXAMIANS APP
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