Estimating and Costing The plinth area of a building not includes Lift and wall including landing Internal shaft for sanitary installations up to 2 sq m. in area Area of the walls at the floor level Area of cantilevered porch Lift and wall including landing Internal shaft for sanitary installations up to 2 sq m. in area Area of the walls at the floor level Area of cantilevered porch ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The assumption on which the trapezoidal formula for volumes is based, is All listed here The volume of the Prismoidal is over-estimated and hence a Prismoidal correction is applied The end sections are parallel planes The mid-area of a pyramid is half the average area of the ends All listed here The volume of the Prismoidal is over-estimated and hence a Prismoidal correction is applied The end sections are parallel planes The mid-area of a pyramid is half the average area of the ends ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn for earth work in excavation in ordinary soil per workman per day is 3.00 cum 4.00 cum 2.00 cum 1.00 cum 3.00 cum 4.00 cum 2.00 cum 1.00 cum 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 1.00 m³ 0.98 m³ 0.90 m³ 0.94 m³ 1.00 m³ 0.98 m³ 0.90 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Pick up the correct statement in case of water supply. All of these Pipes laid in trenches and pipes fixed to walls are measured separately Pipes are classified according to their sizes and quality Cutting through walls and floors are included with the item All of these Pipes laid in trenches and pipes fixed to walls are measured separately Pipes are classified according to their sizes and quality Cutting through walls and floors are included with the item ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The total length of a cranked bar through a distance (d) at 45° in case of a beam of effective length L, is L - (0.42 d) L - (2 × 0.4 d) L + 0.42 d L + (2 × 0.42 d) L - (0.42 d) L - (2 × 0.4 d) L + 0.42 d L + (2 × 0.42 d) ANSWER DOWNLOAD EXAMIANS APP
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