# Estimation and Costing MCQ Questions with Answers | Civil Engineering MCQs – Part 4

47. The expected outturn of cement concrete 1 : 2: 4 per mason per day is

1. 1.5 m 3
2. 2.5 m3
3. 3.5 m3
4. 5.0 m3

48. The value of ‘C’ of Indian type W.C. shown in the given figure is:

1. 400 mm
2. 450 mm
3. 500 mm
4. 550 mm

49. The area is measured correctly to the nearest

1. 0.01 sqm
2. 0.02 sqm
3. 0.03 sqm
4. 0.04 sqm

50. The measurement is not made in square meters in the case of

1. D.P.C. (Damp proof course)
2. Formworks
3. Concrete Jeffries
4. R.C. Chhajja

51. The value of ‘A’ of Indian type W.C. shown in the given figure is:

1. 25 cm
2. 30 cm
3. 40 cm
4. 45 cm

52. The trap which is provided to disconnect the house drain from the street sewer is called

1. Master trap
2. Intercepting trap
3. Interception manhole
4. All the above

53. Due to a change in price level, a revised estimate is prepared if the sanctioned estimate exceeds

1. 2.0 %
2. 2.5 %
3. 4.0 %
4. 5.0 %

54. The cost of the earthwork in excavation for the surface drain of the cross-section shown in the given figure for a total length of 5 meters @ Rs. 450% cum, is

1. Rs. 400
2. Rs. 425
3. Rs. 450
4. Rs. 500

55. The expected outturn of 2.5 cm cement concrete floor per mansion per day

1. 2.5 sqm
2. 5.0 sqm
3. 7.5 sqm
4. 10 sqm

56. Pick up the correct statement from the following:

1. The bent-up bars at a support resist the negative bending moment
2. The bent-up bars at a support resist the sharing force
3. The bending of bars near supports is generally at 45°
4. All the above

57. While preparing a detailed estimate

1. Dimension should be measured correct to 0.01 m
2. Area should be measured correct to 0.01 sqm
3. Volume should be measured correct to 0.01 cum
4. All the above

58. The item of the brick structure measured in sq.m, is

1. Reinforced brickwork
2. Broken glass coping
3. Brick edging
4. Brickwork in arches

59. The most reliable estimate is

1. Detailed estimate
2. Preliminary estimate
3. Plinth area estimate
4. Cube rate estimate

60. The reduced levels of points, 30 meters apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of road 120 in 1, the chainage of the point with no filling or cutting is

1. (6 + 15) chains
2. (6 + 12) chains
3. (6 + 18) chains
4. None of these