- (A) 10 cm
- (B) 15 cm
- (C) 20 cm
- (D) None of these
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- (A) Mid-section formula
- (B) Trapezoidal formula
- (C) Prismoidal formula
- (D) All the above
- (A) 500 m3
- (B) 1000 m 3
- (C) 1500 m3
- (D) 2000 m3
- (A) The mean depth is the average of depths of two consecutive sections
- (B) The area of mid-sections is calculated by using mean depth
- (C) The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections
- (D) All of the above
- (A) Right angle to the centre line
- (B) 30 metres apart
- (C) Intermediate points having abrupt change in gradient
- (D) All the above
- (A) 23 cm × 11.5 cm × 7.5 cm
- (B) 25 cm × 13 cm × 7.5 cm
- (C) 19 cm × 9 cm × 9 cm
- (D) 20 cm × 10 cm × 10 cm
- (A) Ordinary cuttings up to 1 m
- (B) Surface dressing up to 15 cm depths
- (C) Surface excavation up to 30 cm depths
- (D) Both
- (A) Breadth of the wall
- (B) Half breadth of wall on each side
- (C) One fourth breadth of wall on each side
- (D) None of these
- (A) 0.01 sqm
- (B) 0.02 sqm
- (C) 0.03 sqm
- (D) 0.04 sqm
- (A) 1.5 m 3
- (B) 2.5 m3
- (C) 3.5 m3
- (D) 5.0 m3
