

MCQOPTIONS
This section includes 5814 Mcqs, each offering curated multiple-choice questions to sharpen your Engineering knowledge and support exam preparation. Choose a topic below to get started.
201. |
The expected out turn of 2.5 cm cement concrete floor per manson per day |
A. | 2.5 sqm |
B. | 5.0 sqm |
C. | 7.5 sqm |
D. | 10 sqm |
Answer» D. 10 sqm | |
202. |
The area is measured correct to the nearest |
A. | 0.01 sqm |
B. | 0.02 sqm |
C. | 0.03 sqm |
D. | 0.04 sqm |
E. | 0.05 sqm |
Answer» B. 0.02 sqm | |
203. |
The minimum width of a septic tank is taken |
A. | 70 cm |
B. | 75 cm |
C. | 80 cm |
D. | 90 cm |
Answer» C. 80 cm | |
204. |
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 | |
205. |
The volume is measured correct to the nearest |
A. | 0.01 cum |
B. | 0.02 cum |
C. | 0.03 cum |
D. | 0.04 cum |
E. | 0.05 sum |
Answer» B. 0.02 cum | |
206. |
A roadstead : |
A. | is a protected area of water where boats can move safely |
B. | is the end of the road at the harbour |
C. | may be protected by break water walls |
D. | none of these. |
Answer» B. is the end of the road at the harbour | |
207. |
The expected out turn of 12 mm plastering with cement mortar is |
A. | 2.5 sq m |
B. | 4.0 sq m |
C. | 6.0 sq m |
D. | 8.0 sq m |
E. | 10 sq m |
Answer» E. 10 sq m | |
208. |
The most reliable estiamte is |
A. | Detailed estimate |
B. | Preliminary estimate |
C. | Plinth area estimate |
D. | Cube rate estimate |
E. | None of these. |
Answer» B. Preliminary estimate | |
209. |
Pick up the item whose weight is added to the weight of respective item, is |
A. | Cleats |
B. | Brackets |
C. | Bolts |
D. | Distance separators |
E. | All the above. |
Answer» F. | |
210. |
The main factor to be considered while preparing a detailed estimate, is |
A. | Quantity of the materials |
B. | Availability of materials |
C. | Transportation of materials |
D. | Location of site and local labour charges |
E. | All the above. |
Answer» F. | |
211. |
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 height of fresh air inlet pipe fixed vertically with wall is 3 m |
D. | The mica flap valve which opens inwards only, is fitted at the top of the inlet pipe |
E. | The water seal is less than that of ordinary traps. |
Answer» F. | |
212. |
The concrete work for the following part of the building of specified thickness is measured in square metres |
A. | Root slabs |
B. | Floors |
C. | D.P.C. |
D. | Wall panels |
E. | All the above. |
Answer» F. | |
213. |
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. | In laying pipes, the method of jointing and fixing is specifically specified |
E. | All the above. |
Answer» F. | |
214. |
In case of laying gullies, siphons, intercepting traps, the cost includes |
A. | Setting and laying |
B. | Bed concreting |
C. | Connection to drains |
D. | All of these. |
Answer» E. | |
215. |
In long and short wall method of estimation, the length of long wall is the centre to centre distance between the walls and |
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. |
Answer» C. one fourth breadth of wall on each side | |
216. |
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 | |
217. |
The area of the cross-section of a road fully in banking shown in the given figure, is |
A. | <img src="/_files/images/civil-engineering/estimating-and-costing/17-23-77-1.png"> |
B. | <img src="/_files/images/civil-engineering/estimating-and-costing/17-23-77-2.png"> |
C. | <img src="/_files/images/civil-engineering/estimating-and-costing/17-23-77-4.png"> |
D. | None of these |
Answer» B. <img src="/_files/images/civil-engineering/estimating-and-costing/17-23-77-2.png"> | |
218. |
Brick walls are measured in sq. m if the thickness of the wall is |
A. | 10 cm |
B. | 15 cm |
C. | 20 cm |
D. | None of these. |
Answer» B. 15 cm | |
219. |
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 O.Olcum |
D. | All the above. |
Answer» E. | |
220. |
The brick work is measured in sq metre, in case of |
A. | Honey comb brick work |
B. | Brick flat soling |
C. | Half brick walls or the partition |
D. | All the above. |
Answer» E. | |
221. |
The damp proof course (D.P.C.) is measured in |
A. | Cub.m |
B. | Sq m |
C. | Metres |
D. | None of these |
Answer» C. Metres | |
222. |
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 | |
223. |
In the mid-section formula |
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 sections |
D. | The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections |
E. | (a), (b) and (c) of the above. |
Answer» F. | |
224. |
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 | |
225. |
If the formation level of a highway has a uniform gradient for a particular length, and the ground is also having a longitudinal slope, the earthwork may be calculated by |
A. | Mid-section formula |
B. | Trapezoidal formula |
C. | Prismoidal formula |
D. | All the above. |
Answer» E. | |
226. |
Cretans : |
A. | are the harbours established on the island south east of Greek mainland |
B. | are the natives of crete, an island south of Greek mainland |
C. | are the plants, grown in the neighbourhood of harbours |
D. | none of the above. |
Answer» C. are the plants, grown in the neighbourhood of harbours | |
227. |
The fixed mooring does not require |
A. | mooring post |
B. | bollard |
C. | anchors |
D. | capstan. |
Answer» D. capstan. | |
228. |
P and Q are two stations on the shore line at distance d. If the angle between Q and the boat O and P is a and the angle between P and Q at boat O is , the x and y. Coordinate along PQ and perpendicular to PQ from O are : |
A. | <img src="/_files/images/civil-engineering/docks-and-harbours/31-25-68-1.png"> |
B. | <img src="/_files/images/civil-engineering/docks-and-harbours/31-25-68-2.png"> |
C. | <img src="/_files/images/civil-engineering/docks-and-harbours/31-25-68-3.png"> |
D. | none of the above. |
Answer» B. <img src="/_files/images/civil-engineering/docks-and-harbours/31-25-68-2.png"> | |
229. |
A harbour is a place where |
A. | ships get shelter and protection against destructive forces due to sea waves |
B. | facilities are provided for receiving cargo and passengers |
C. | port buildings are constructed for commercial purposes |
D. | all the above. |
Answer» E. | |
230. |
The low water datum for a lake is defined as the surface of the lake when it is at elevation |
A. | 180.5 m above M.S.L. |
B. | 190.5 m above M.S.L. |
C. | 170.5 m above M.S.L. |
D. | 200.0 m above M.S.L. |
Answer» B. 190.5 m above M.S.L. | |
231. |
Pick up the incorrect statement from the following: In a dry dock block made of hard wood, |
A. | spacing of the blocks is 1.35 m |
B. | the lowest block is 1.8 m long 40 cm x 40 cm in cross-section |
C. | the middle block is 1.6 m long 40 cm x 40 cm in crosss-section |
D. | the top block is 1.2 m long 40 cm x 40 cm in cross-section |
E. | none of these. |
Answer» F. | |
232. |
On a hydrographic map, the following feature is shown : |
A. | datum |
B. | high and low water lines |
C. | depth contours |
D. | land and water areas |
E. | all the above. |
Answer» F. | |
233. |
Due to the impact of water wave on a sea shore structure |
A. | hydrostatic pressure coupled with a strong momentary impact is caused |
B. | vibrations are subjected |
C. | internal pressure is developed |
D. | weakens the foundation |
E. | all of the above. |
Answer» F. | |
234. |
Which one of the following lines is used for tying a ship with a dock |
A. | bow line |
B. | stern line |
C. | spring line |
D. | break line |
E. | all of these. |
Answer» F. | |
235. |
Surf zone is : |
A. | the fathom line of 10 m depth |
B. | the fathom line of 5 m depth |
C. | the swell of the sea breaking on the shore or reefs |
D. | the coast line attacked by the waves. |
Answer» D. the coast line attacked by the waves. | |
236. |
Soundings are required for |
A. | making nautical charts for navigation |
B. | ascertaining the areas subject to scour or silting |
C. | obtaining detailed information for construction |
D. | all the above. |
Answer» E. | |
237. |
The inspection pit or chamber is a manhole provided in a base drainage system |
A. | at every change of direction |
B. | at every change of gradient |
C. | at every 30 m intervals |
D. | at the point where vertical soil pipe joins the house drain |
E. | All the above. |
Answer» F. | |
238. |
The dock wall is designed as a gravity retaining wall and is tested for |
A. | back fill pressure when the dock is empty |
B. | maximum water pressure from the dock without any back fill |
C. | the load charge transmitted to the dock by the movement of loaded vehicles or trains on the way |
D. | all of the above. |
Answer» E. | |
239. |
The shape of docks and basins is generally kept |
A. | rectangular ways |
B. | diamond shape quays |
C. | inclined quays |
D. | all of these. |
Answer» E. | |
240. |
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 | |
241. |
The minimum recommended diameter of sewers, is |
A. | 5 cm |
B. | 10 cm |
C. | 15 cm |
D. | 20 cm. |
Answer» D. 20 cm. | |
242. |
Aerobic bacterias |
A. | flourish in the presence of free oxygen |
B. | consume organic matter as their food |
C. | oxidise organic matter in sewage |
D. | All the above. |
Answer» E. | |
243. |
The rate of accumulation of sludge in septic tanks is recommended as |
A. | 30 litres/person/year |
B. | 25 litres/person/year |
C. | 30 litres/person/month |
D. | 25 litres/person/month. |
Answer» B. 25 litres/person/year | |
244. |
The centre of gravity of a triangle is at the point where three |
A. | medians of the triangle meet |
B. | perpendicular bisectors of the sides of the triangle meet |
C. | bisectors of the angle of the triangle meet |
D. | none of these. |
Answer» B. perpendicular bisectors of the sides of the triangle meet | |
245. |
The forces which meet at one point and have their lines of action in different planes are called |
A. | coplaner non-concurrent forces |
B. | non-coplaner concurrent forces |
C. | non-coplaner non-current forces |
D. | intersecting forces |
E. | none of these. |
Answer» C. non-coplaner non-current forces | |
246. |
At a given instant ship A is travelling at 6 km/h due east and ship B is travelling at 8 km/h due north. The velocity of B relative to A is |
A. | 7 km/hrs |
B. | 2 km/hrs |
C. | 1 km/hrs |
D. | 10 km/hrs |
E. | 14 km/hrs. |
Answer» E. 14 km/hrs. | |
247. |
The equation of motion of a particle starting from rest along a straight line is x = t3 - 3t2 + 5. The ratio of the accelerations after 5 sec and 3 sec will be |
A. | 2 |
B. | 3 |
C. | 4 |
D. | 5 |
Answer» B. 3 | |
248. |
In a liquid limit test, the moisture content at 10 blows was 70% and that at 100 blows was 20%. The liquid limit of the soil, is |
A. | 35% |
B. | 50% |
C. | 65% |
D. | none of these. |
Answer» D. none of these. | |
249. |
The locus of the instantaneous centre of a moving rigid body, is |
A. | straight line |
B. | involute |
C. | centroid |
D. | spiral. |
Answer» D. spiral. | |
250. |
A pitot tube is used to measure |
A. | pressure |
B. | difference in pressure |
C. | velocity of flow |
D. | none of these. |
Answer» D. none of these. | |