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This section includes 94 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
1. |
While estimating a reinforced cement structure, the omitted cover of concrete is assumed%! |
A. | At the end of reinforcing bar, not less than 25 mm or twice the diameter of the bar |
B. | In thin slabs, 12 mm minimum or diameter of the bar whichever is more |
C. | For reinforcing longitudinal bar in a beam 25 mm minimum or diameter of the largest bar which is more |
D. | All the above |
Answer» E. | |
2. |
The measurement is not made in square meters in case of%! |
A. | D.P.C. (Damp proof course) |
B. | Form works |
C. | Concrete Jeffries |
D. | R.C. Chhajja |
Answer» E. | |
3. |
The expected out turn of half brick partition wall per mason per day is%! |
A. | 1.5 m³ |
B. | 2.0 m³ |
C. | 4.0 m³ |
D. | 5.0 m³ |
Answer» C. 4.0 m¬¨‚â• | |
4. |
The cross-sections for a highway is taken at%! |
A. | Right angle to the centre line |
B. | 30 meters apart |
C. | Intermediate points having abrupt change in gradient |
D. | All the above |
Answer» E. | |
5. |
The reduced levels of points, 30 metres 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 the road 120 in 1, the chainage of the point with no filling or cutting is%! |
A. | (6 + 15) chains |
B. | (6 + 12) chains |
C. | (6 + 18) chains |
D. | None of these |
Answer» C. (6 + 18) chains | |
6. |
The cost of the earthwork in excavation for the surface drain of cross-section shown in the given figure for a total length of 5 metres @ Rs. 450% cum, is%! |
A. | Rs. 400 |
B. | Rs. 425 |
C. | Rs. 450 |
D. | Rs. 500 |
Answer» D. Rs. 500 | |
7. |
The detention period in a septic tank is assumed%! |
A. | 20 minutes |
B. | 25 minutes |
C. | 30 minutes |
D. | 40 minutes |
Answer» D. 40 minutes | |
8. |
While preparing a detailed estimate%! |
A. | Dimension should be measured correct to 0.01 m |
B. | Area should be measured correct to 0.01 sqm |
C. | Volume should be measured correct to 0.01 cum |
D. | All the above |
Answer» E. | |
9. |
Anti-siphonage pipe is connected to%! |
A. | Main soil pipe |
B. | Bottom of P trap W.C. |
C. | Top of P trap W.C. |
D. | Side of water closet |
Answer» D. Side of water closet | |
10. |
*$_The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is? |
A. | (6 + 15) chains |
B. | (6 + 12) chains |
C. | (6 + 18) chains |
D. | None of these |
Answer» C. (6 + 18) chains | |
11. |
*$_While preparing a detailed estimate? |
A. | Dimension should be measured correct to 0.01 m |
B. | Area should be measured correct to 0.01 sqm |
C. | Volume should be measured correct to 0.01 cum |
D. | All the above |
Answer» E. | |
12. |
*$_The detention period in a septic tank is assumed? |
A. | 20 minutes |
B. | 25 minutes |
C. | 30 minutes |
D. | 40 minutes |
Answer» D. 40 minutes | |
13. |
*$_The cross-sections for a highway is taken at? |
A. | Right angle to the centre line |
B. | 30 meters apart |
C. | Intermediate points having abrupt change in gradient |
D. | All the above |
Answer» E. | |
14. |
*$_Anti-siphonage pipe is connected to? |
A. | Main soil pipe |
B. | Bottom of P trap W.C. |
C. | Top of P trap W.C. |
D. | Side of water closet |
Answer» D. Side of water closet | |
15. |
*$_The cost of the earthwork in excavation for the surface drain of cross-section shown in the given figure for a total length of 5 metres @ Rs. 450% cum, is? |
A. | Rs. 400 |
B. | Rs. 425 |
C. | Rs. 450 |
D. | Rs. 500 |
Answer» D. Rs. 500 | |
16. |
*$_The expected out turn of half brick partition wall per mason per day is? |
A. | 1.5 m³ |
B. | 2.0 m³ |
C. | 4.0 m³ |
D. | 5.0 m³ |
Answer» C. 4.0 m¬¨‚â• | |
17. |
*$_While estimating a reinforced cement structure, the omitted cover of concrete is assumed? |
A. | At the end of reinforcing bar, not less than 25 mm or twice the diameter of the bar |
B. | In thin slabs, 12 mm minimum or diameter of the bar whichever is more |
C. | For reinforcing longitudinal bar in a beam 25 mm minimum or diameter of the largest bar which is more |
D. | All the above |
Answer» E. | |
18. |
*$_If B is the width of formation, d is the height of the embankment, side slope S : 1, for a highway with no transverse slope, the area of cross-section is? |
A. | B + d + Sd |
B. | Bd + Sd2 |
C. | B √ó d - Sd1/2 |
D. | ¬Ω (Bd + Sd2) |
Answer» C. B ‚àö√≥ d - Sd1/2 | |
19. |
*$_The unit of measurement is per quintal for the following:? |
A. | Collapsible gates with rails |
B. | Rolling shutters |
C. | Expanded metal wire netting |
D. | M.S. reinforcement of R.C.C. works |
Answer» E. | |
20. |
*/*_The measurement is not made in square meters in case of? |
A. | D.P.C. (Damp proof course) |
B. | Form works |
C. | Concrete Jeffries |
D. | R.C. Chhajja |
Answer» E. | |
21. |
*/*_Cost of fittings and their fixing is specified for the following sanitary fittings? |
A. | Water closets |
B. | Flushing pipes |
C. | Lavatory basins |
D. | All the above |
Answer» E. | |
22. |
*/*_The item of the brick structure measured in sq.m, is? |
A. | Reinforced brick work |
B. | Broken glass coping |
C. | Brick edging |
D. | Brick work in arches |
Answer» C. Brick edging | |
23. |
*/*_The floor area includes the area of the balcony up to? |
A. | 100 % |
B. | 75 % |
C. | 50 % |
D. | 25 % |
Answer» D. 25 % | |
24. |
*/*_The assumption on which the trapezoidal formula for volumes is based, is? |
A. | The end sections are parallel planes |
B. | The mid-area of a pyramid is half the average area of the ends |
C. | The volume of the Prismoidal is over-estimated and hence a Prismoidal correction is applied |
D. | All the above |
Answer» E. | |
25. |
*/*_For 100 sq. m cement concrete (1 : 2: 4) 4 cm thick floor, the quantity of cement required, is? |
A. | 0.90 m³ |
B. | 0.94 m³ |
C. | 0.98 m³ |
D. | 1.00 m³ |
Answer» C. 0.98 m¬¨‚â• | |
26. |
*/*_Berms are provided in canals if these are? |
A. | Fully in excavation |
B. | Partly in excavation and partly in embankment |
C. | Fully in embankment |
D. | All the above |
Answer» C. Fully in embankment | |
27. |
*/*_Pick up the incorrect statement regarding a master trap from the following:? |
A. | It is provided in between the lower end of the house drain and the street sewer |
B. | It is provided a cleaning eye at the top of the trap |
C. | The mica flap valve which opens inwards only, is fitted at the top of the inlet pipe |
D. | The water seal is less than that of ordinary traps |
Answer» E. | |
28. |
*/*_The value of 'C' of Indian type W.C. shown in the given figure is:? |
A. | 400 mm |
B. | 450 mm |
C. | 500 mm |
D. | 550 mm |
Answer» D. 550 mm | |
29. |
*/*_The area is measured correct to the nearest? |
A. | 0.01 sqm |
B. | 0.02 sqm |
C. | 0.03 sqm |
D. | 0.04 sqm |
Answer» B. 0.02 sqm | |
30. |
*/*_The cross-sectional area of the embankment of a canal fully in embankment in the given figure is? |
A. | ¬Ω (b‚ÇÅ + b‚ÇÇ) h |
B. | (b₁ + b₂) h + sb² |
C. | (b₁ + b₂) + 2sh² |
D. | 2 [(b₁ + b₂) (b + sh²)] |
Answer» D. 2 [(b‚Äö√á√Ö + b‚Äö√á√á) (b + sh¬¨‚â§)] | |
31. |
*/*_The expected out turn of cement concrete 1 : 2 : 4 per mason per day is? |
A. | 1.5 m³ |
B. | 2.5 m³ |
C. | 3.5 m³ |
D. | 5.0 m³ |
Answer» E. | |
32. |
*/*_Pick up the correct statement in case of water supply.? |
A. | Pipes laid in trenches and pipes fixed to walls are measured separately |
B. | Cutting through walls and floors are included with the item |
C. | Pipes are classified according to their sizes and quality |
D. | All the above |
Answer» E. | |
33. |
*/*_The area of a sloping surface of a protective embankment of mean height‘d’, side slopes S: 1 and length ‘L’ is? |
A. | d √ó d √ó s |
B. | ‚Äö√ √∂[d¬¨‚â§ ‚àö√≥ (ds)¬¨‚â§] |
C. | L.D ‚Äö√ √∂(1 + s¬¨‚â§) |
D. | 2 L.D ‚Äö√ √∂(1 + s¬¨‚â§) |
Answer» D. 2 L.D ‚Äö√ √∂(1 + s¬¨‚â§) | |
34. |
*/*_The rate of an item of work depends on? |
A. | Specifications of works |
B. | Specifications of materials |
C. | Proportion of mortar |
D. | All the above |
Answer» E. | |
35. |
*/*_The order of booking dimensions is? |
A. | Length, breadth, height |
B. | Breadth, length, height |
C. | Height, breadth, length |
D. | None of these |
Answer» B. Breadth, length, height | |
36. |
%_The order of booking dimensions is_% |
A. | Length, breadth, height |
B. | Breadth, length, height |
C. | Height, breadth, length |
D. | None of these |
Answer» B. Breadth, length, height | |
37. |
%_The area is measured correct to the nearest_% |
A. | 0.01 sqm |
B. | 0.02 sqm |
C. | 0.03 sqm |
D. | 0.04 sqm |
Answer» B. 0.02 sqm | |
38. |
%_The area of a sloping surface of a protective embankment of mean height‘d’, side slopes S: 1 and length ‘L’ is_% |
A. | d √ó d √ó s |
B. | ‚Äö√ √∂[d¬¨‚â§ ‚àö√≥ (ds)¬¨‚â§] |
C. | L.D ‚Äö√ √∂(1 + s¬¨‚â§) |
D. | 2 L.D ‚Äö√ √∂(1 + s¬¨‚â§) |
Answer» D. 2 L.D ‚Äö√ √∂(1 + s¬¨‚â§) | |
39. |
%_The rate of an item of work depends on_% |
A. | Specifications of works |
B. | Specifications of materials |
C. | Proportion of mortar |
D. | All the above |
Answer» E. | |
40. |
%_The cross-sectional area of the embankment of a canal fully in embankment in the given figure is_% |
A. | ¬Ω (b‚ÇÅ + b‚ÇÇ) h |
B. | (b₁ + b₂) h + sb² |
C. | (b₁ + b₂) + 2sh² |
D. | 2 [(b₁ + b₂) (b + sh²)] |
Answer» D. 2 [(b‚Äö√á√Ö + b‚Äö√á√á) (b + sh¬¨‚â§)] | |
41. |
%_Pick up the correct statement in case of water supply._% |
A. | Pipes laid in trenches and pipes fixed to walls are measured separately |
B. | Cutting through walls and floors are included with the item |
C. | Pipes are classified according to their sizes and quality |
D. | All the above |
Answer» E. | |
42. |
%_The expected out turn of cement concrete 1 : 2 : 4 per mason per day is_% |
A. | 1.5 m³ |
B. | 2.5 m³ |
C. | 3.5 m³ |
D. | 5.0 m³ |
Answer» E. | |
43. |
%_Berms are provided in canals if these are_% |
A. | Fully in excavation |
B. | Partly in excavation and partly in embankment |
C. | Fully in embankment |
D. | All the above |
Answer» C. Fully in embankment | |
44. |
_ The excavation exceeding 1.5 m in width and 10 sq.m in plan area with a depth not exceeding 30 cm, is termed as$? |
A. | Excavation |
B. | Surface dressing |
C. | Cutting |
D. | Surface excavation |
Answer» E. | |
45. |
_ The height of the sink of wash basin above floor level is kept$? |
A. | 60 cm |
B. | 70 cm |
C. | 75 cm to 80 cm |
D. | 80 cm |
Answer» D. 80 cm | |
46. |
_ For 100 sq. m cement concrete (1 : 2: 4) 4 cm thick floor, the quantity of cement required, is$? |
A. | 0.90 m³ |
B. | 0.94 m³ |
C. | 0.98 m³ |
D. | 1.00 m³ |
Answer» C. 0.98 m¬¨‚â• | |
47. |
_ Pick up the incorrect statement regarding a master trap from the following:$? |
A. | It is provided in between the lower end of the house drain and the street sewer |
B. | It is provided a cleaning eye at the top of the trap |
C. | The mica flap valve which opens inwards only, is fitted at the top of the inlet pipe |
D. | The water seal is less than that of ordinary traps |
Answer» E. | |
48. |
__The expected out turn of 2.5 cm cement concrete floor per mansion per day__ |
A. | 2.5 sqm |
B. | 5.0 sqm |
C. | 7.5 sqm |
D. | 10 sqm |
Answer» D. 10 sqm | |
49. |
__The item of steel work which is measured in sq.m, is__ |
A. | Collapsible gates |
B. | Rolling shutters |
C. | Ventilators and glazing |
D. | All the above |
Answer» E. | |
50. |
__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.__ |
A. | 26,000 m³ |
B. | 26,500 m³ |
C. | 27,000 m³ |
D. | 27,500 m³ |
Answer» E. | |