Estimating and Costing The expected out turn of brick work in cement mortar in foundation and plinth per mason per day, is 1.75 m³ 1.00 m³ 1.50 m³ 1.25 m³ 1.75 m³ 1.00 m³ 1.50 m³ 1.25 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 2 L.D √(1 + s²) d × d × s √[d² × (ds)²] L.D √(1 + s²) 2 L.D √(1 + s²) d × d × s √[d² × (ds)²] L.D √(1 + s²) ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The plinth area of a building not includes Internal shaft for sanitary installations up to 2 sq m. in area Lift and wall including landing Area of cantilevered porch Area of the walls at the floor level Internal shaft for sanitary installations up to 2 sq m. in area Lift and wall including landing Area of cantilevered porch Area of the walls at the floor level ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The measurement is made in square metre in case of Hollow concrete block wall R.C.C. structure None of these Cement concrete in foundation Hollow concrete block wall R.C.C. structure None of these Cement concrete in foundation ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing For 100 sq. m cement concrete (1 : 2: 4) 4 cm thick floor, the quantity of cement required, is 0.94 m³ 0.90 m³ 0.98 m³ 1.00 m³ 0.94 m³ 0.90 m³ 0.98 m³ 1.00 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The correct Prismoidal formula for volume is 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] D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas] ANSWER DOWNLOAD EXAMIANS APP
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