143 Sub-Engineer Mock Test of 50 Past Question #55 Sub-Engineer Collection of 50 Past Question from Loksewa Aayog Mock Test. 1 / 50 1. According to manning’s equation, the maximum discharge in a circular channel of diameter D occurs when the depth of flow is A. 0.469D B. 0.703D C. 0.938D D. 0.981D 2 / 50 2. At the horizontal curve the outer edge of the pavement is raised with respect to inner edge to counteract the effect of centrifugal force is known as A. Camber B. Superelevation C. Gradient D. Kerb 3 / 50 3. The initial application of a binder to an absorbent highway surface prior to the construction of a wearing coat is called, A. Prime coat B. Tack coat C. Base coat D. Seal coat 4 / 50 4. The layer of pavement located immediately above the sub grade soil to improve the load supporting capacity is called A. Wearing course B. Base course C. Sub base course D. Sealing 5 / 50 5. A documents showing the list of quantity of various items of works required for completion of any project is known as A. Schedule of rates B. Analysis of rate C. Abstract of cost D. Schedule of quantity 6 / 50 6. The unit of measurement of the wooden railings in staircase is A. Sqm B. Cum C. Rm D. Kg 7 / 50 7. The value of dismantled material less the cost of dismantling is A. Scrap value B. Salvation value C. Rateable value D. None of the above 8 / 50 8. The bid bond validity for bidding of works contract costing less than NRs.100 million is A. 90 days B. 120 days C. 150 days D. 75 days 9 / 50 9. A type of contract where whole project is divided into smaller distinct activities and bidder quotes separate rates against each work items is called A. Lumpsum contract B. Cost plus contract C. Unit rate contract D. Boot contract 10 / 50 10. The amount of money deposited by interested bidders a tender as a guarantee is known as A. Earnest money B. Perfomance bond C. Security money D. Retention money 11 / 50 11. The types of format in which the records of labour are kept on daily basis for executing works is A. Muster roll B. Attendance register C. Attendance voucher D. Daily register 12 / 50 12. In airport the lift off distance is the distance along the centre of the runway between the starting point and A. End of stop way B. point where air craft becomes air borne C. End of runway D. Point where air craft attains height of 10.7 m 13 / 50 13. Aircraft operation is guided by the A. ICAO manual B. DOR manual C. Civil aviation manual D. MoPIT manual 14 / 50 14. The area of the airport to accommodate aircrafts for loading/unloading of cargo and passengers, parking, refueling etc. is called A. Aerodrome B. Taxiway C. Apron D. Runway 15 / 50 15. Bowditch Rule is applied to A. An open traverse for graphical adjustment B. An closed traverse adjustment for closing error C. Determine the effect of local attraction D. All of the above 16 / 50 16. The closed contour with higher value inwards, represents A. Depression B. Hillock C. Plain surface D. None of the above 17 / 50 17. A change point is A. The very first station B. The last station C. The intermediate station where both FS and BS are taken D. None of the above 18 / 50 18. The survey in which the curvature of the earth is considered is called A. Plane survey B. Geodetic survey C. Hydrographic survey D. Archeological survey 19 / 50 19. Compressive strength of ordinary Portland cement is equal to not less than following value after 7 days A. 100 kg/Sq cm B. 160 kg/Sq cm C. 180 kg/Sq cm D. 220 kg/Sq cm 20 / 50 20. Initial and final setting time of quick setting cement is equal to A. 5 minute and 30 minute B. 10 minute and 30 minute C. 5 minute and 20 minute D. 5 minute and 60 minute 21 / 50 21. Vehicle is a liquid which acts as a binder for various pigments of the paints A. True for oil paint B. True for water paint C. Both (A) and (B) D. None of the above 22 / 50 22. The chemical classification divides the rocks into A. Calcareous, argillaceous and silicious B. Organic and inorganic C. Igneous, sedimentary and metamorphic D. Stratified, unstratified and folitated 23 / 50 23. A force A of 30N and together force B of unknown magnitude act 90° to each other. They are balanced by a force of 50N. The magnitude of force B is A. 25 N B. 30 N C. 35 N D. 40 N 24 / 50 24. Which of the following gives modulus of elasticity? A. Ratio of shear stress to shear strain B. Ratio of lateral strain to longitudinal strain C. Ratio of linear stress to linear strain D. Deformation per unit length under the action of load 25 / 50 25. Moment of inertia of a height h about CG is triangular section with base band A. bh³/12 B. bh³/36 C. bh³/3 D. bh4/12 26 / 50 26. Which is correct statement? A. Discharge over triangular notch is proportional to H52 B. Discharge over triangular notch is proportional to H32 C. Both (A) and (B) D. None of the above 27 / 50 27. The flow in open channel is laminar if the Reynold number is A. Less than 500 B. More than 500 C. 1000 D. None of the above 28 / 50 28. For a most economical trapezoidal open channel, the half of the top width must be equal to A. The bed width B. One sloping side C. The depth of flow D. None of the above 29 / 50 29. The velocity distribution circular/pipe is of viscous fluid through a A. Hyperbolic B. Parabolic C. Circular D. Elliptical 30 / 50 30. Required water content during compaction of soil corresponding to maximum dry density is called A. Maximum moisture content B. Minimum moisture content C. Optimum moisture content D. None of the above 31 / 50 31. The relationship between coefficient of active earth pressure (Ka) and passive earth pressure (Kp) is A. Ka = Kp B. Ka + KP = 0 C. Ka = 1/Kp D. None of the above 32 / 50 32. A fully saturated soil is called, A. One phase system B. Two phase system with soil and air C. Two phase system with soil and water D. Three phase system 33 / 50 33. The maximum density on compaction occurs at a particular water content which is known as A. Maximum moisture content B. Low moisture content C. Water content of compaction D. Optimum moisture content 34 / 50 34. Maximum shear stress at m20 concrete is equal to A. 1.6 B. 1.8 C. 1.9 D. 2.0 35 / 50 35. The longitudinal reinforcement provided for RCC column restricted to A. 0.40 to 4% B. 0.60 to 6% C. 0.80 to 8% D. 0.40 to 6% 36 / 50 36. Minimum thickness of load bearing RCC wall should be A. 5 cm B. 10 cm C. 15 cm D. 20 cm 37 / 50 37. Which of the following soil has lowest bearing capacity? A. Fine sand loose and dry B. Moist clay C. Coarse sand loose and dry D. Coarse gravel 38 / 50 38. The location of a well is considered to be good, if it is suck into A. Coarse gravel B. Silt C. Clay D. Sand 39 / 50 39. Black cotton soil is unsuitable for foundations because its A. Bearing capacity is low B. Permeability is uncertain C. Particles are cohesive D. Property to undergo a volumetric change due to variation of moisture content 40 / 50 40. The construction joints in buildings are provided after A. 20 m B. 30 m C. 40 m D. 50 m 41 / 50 41. The main function of a manhole in a sewer line is A. Inspection of sewer B. Cleaning of sewer C. Joining different types of sewer D. Joining different sewer with different sizes 42 / 50 42. If the head of water is more than 100m, then the types of pipe used is A. PVC B. HDPE C. Plastic D. GI 43 / 50 43. A water which does not contain harmful impurities and does contain other salts and impurities either good for health or harmful to health is called A. Sterilized water B. Wholesome water C. Pure water D. All of the above 44 / 50 44. Maximum velocity all sewer at Nepal is limited to A. Less than 1 m/sec B. 1-1.20 m/sec C. 1.5-.2.0 m/sec D. 3.0-3.5 m/sec 45 / 50 45. The canal which is not supposed to do any irrigation is called A. Main canal B. Water course C. Major distributary D. Minor distributary 46 / 50 46. Kor-watering is the irrigation water supplied to a crop A. Just before harvesting B. At the time of its sowing C. About three weeks after sowing D. Minor distributary 47 / 50 47. If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is A. 25 cm B. 30 cm C. 35 cm D. 40 cm 48 / 50 48. The time with which direct cost does not reduce with the increase in time is known as A. Crash time B. Normal time C. Optimistic time D. Standard time 49 / 50 49. If the expected time for completion of a project is 10 days with a standard deviation of 2 days, the expected time of completion of the project with 99.9% probability is A. 4 days B. 6 days C. 10 days D. 16 days 50 / 50 50. The expected out turn for earth work in excavation in ordinary soil per workman per day is A. 1.00 cum B. 2.00 cum C. 3.00 cum D. 4.00 cum Your score is The average score is 59% 0% Restart quiz Exit civil engineerloksewamcqmcq civilmcqcivilmock testsub engineersub engineer mock test