Estimating and Costing The volume is measured correct to the nearest 0.03 cum 0.01 cum 0.04 cum 0.02 cum 0.03 cum 0.01 cum 0.04 cum 0.02 cum ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing While estimating a reinforced cement structure, the omitted cover of concrete is assumed For reinforcing longitudinal bar in a beam 25 mm minimum or diameter of the largest bar which is more At the end of reinforcing bar, not less than 25 mm or twice the diameter of the bar In thin slabs, 12 mm minimum or diameter of the bar whichever is more All of these For reinforcing longitudinal bar in a beam 25 mm minimum or diameter of the largest bar which is more At the end of reinforcing bar, not less than 25 mm or twice the diameter of the bar In thin slabs, 12 mm minimum or diameter of the bar whichever is more All of these ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing In the mid-section formula All of these The mean depth is the average of depths of two consecutive sections The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections The area of mid-sections is calculated by using mean depth All of these The mean depth is the average of depths of two consecutive sections The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections The area of mid-sections is calculated by using mean depth ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing According to Indian Standards Institute, the actual size of modular bricks is 25 cm x 13 cm x 7.5 cm 19 cm x 9 cm x 9 cm 23 cm x 11.5 cm x 7.5 cm 20 cm x 10 cm x 10 cm 25 cm x 13 cm x 7.5 cm 19 cm x 9 cm x 9 cm 23 cm x 11.5 cm x 7.5 cm 20 cm x 10 cm x 10 cm ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved. 26,500 m³ 27,500 m³ 27,000 m³ 26,000 m³ 26,500 m³ 27,500 m³ 27,000 m³ 26,000 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn of brick work in cement mortar in foundation and plinth per mason per day, is 1.00 m³ 1.50 m³ 1.75 m³ 1.25 m³ 1.00 m³ 1.50 m³ 1.75 m³ 1.25 m³ ANSWER DOWNLOAD EXAMIANS APP
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