Home» Online Test » Civil Engineering » Estimating & Costing Online Test » Paper 1 » Paper 2 » Paper 3 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash chaudhary This is a FREE online test. Beware of scammers who ask for money to attend this test. Get fresh, new questions in each attempt. Total Questions: 50 Time Allotted: 50 minutes Passing Score: 70% Randomization: Yes Certificate: Yes Do not refresh the page! 👍 All the best! 1 / 50 1. The thickness of 25 gauge sheet is a) Less than 1 mm b) 1 mm c) Between 1 and 1.5 mm d) 2 mm 2 / 50 2. Following items of earthwork are not measured separately a) setting out of work b) site clearance c) dead man d) all of the above 3 / 50 3. The unit of measurement for electric wiring or electrification light, fan plug points is a) point b) meter c) number d) no unit 4 / 50 4. The main target of a contractor is to a) Complete the work b) Waste more materials c) Earn more profit d) Save the materials 5 / 50 5. For estimating painting area for iron grillwork over a door or window opening, the area measured will be: a) 1.00 × the area of the opening between door/window frame b) 1.25 × the area of the opening between door/window frame c) 1.50 × the area of the opening between door/window frame d) 2.00 × the area of the opening between door/window frame 6 / 50 6. Carpet area does not include the area of a) Verandah and corridor b) Bathrooms and lavatory c) Kitchen and pantry d) All of the above 7 / 50 7. The method of valuation of a building as used by commercial banks is based on: a) Detailed item-wise cost b) Cubic content cost c) Plinth area cost d) Real construction cost 8 / 50 8. Which of the following is the most correct estimate a) plinth area estimate b) cube rate estimate c) detailed estimate d) building cost index estimate 9 / 50 9. Contractor profit is added to a) Detailed estimate b) Rate analysis c) Valuation d) Salvage 10 / 50 10. Specification is the a) Basis for carrying out engineering works b) Basis for ascertaining the quality of construction works c) Basis for the execution of contracts d) All of the above 11 / 50 11. An estimate is: a) The calculation of quantities required item construction of a work b) The computation of expenditure likely to be incurred in the construction of a work c) Both of the above d) None of the above 12 / 50 12. Which method is easiest for the estimation of the quantity of material? a) Centre line method b) Long & short wall method c) Both (a) and (b) above d) None of the above 13 / 50 13. Plinth area of a building does not include: a) Area of the wall at floor level b) Area of stair cover c) Internal shaft for sanitary installations up to 2 sq.m. in area d) Area of the cantilevered porch 14 / 50 14. The essential requirements to prepare a good estimate are a) A fully dimensioned drawing to scale b) Detailed specifications c) Schedule of rates d) All of the above 15 / 50 15. Which of the following is known as job overhead? a) Stationery b) Postage c) Workman's compensation insurances, etc. d) None of the above 16 / 50 16. The unit of payment for roadside brick edging to increase the pavement width is a) cu m b) metre c) sq m d) kg 17 / 50 17. The quantity of work of any item which is the output of a skilled labor in a day is known as a) Basic work b) Daily work c) Target work d) Task work 18 / 50 18. In detailed measurement, the sequence of dimensions is written: a) L x B x H b) B x H x L c) H x L x B d) B x L x H 19 / 50 19. Estimate is a) the actual cost of construction of a structure b) the probable cost arrived at before the commencement of the structure c) a random guess of the cost of the structure d) none of the above 20 / 50 20. The volume of concrete for a reinforced concrete isolated sloped footing with top and bottom areas equal to A1 and A2 and with a height equal to h is given by: a) V = h/2 [A1+A2+(√A1A2)] b) V = h/3 [A1+A2+(√A1A2)] c) V = h/3 [A1+A2] d) V = h/3 [A1+A2+2A1A2] 21 / 50 21. The unit of measurement for concrete work in R.C.C. is a) sq m b) cu m c) 10 sq m d) 10 cu m 22 / 50 22. When engineering departments undertake the works of other departments, the amount charged toward design, supervision, and execution, etc., is called a) Work-charged establishment b) Contingencies c) Service charge d) Centage charge 23 / 50 23. Compound amount of Rs. 100 in 4 years @ 4% interest a) Rs.116 b) Rs.114 c) Rs.117 d) Rs.120 24 / 50 24. The actual size of the modular brick (as per IS Code) is a) 19cm x 9cm x 9cm b) 20cm x 9cm x 9cm c) 20cm x 10cm x 9cm d) 20cm x 10cm x 9cm 25 / 50 25. The number of corrugations in a galvanized corrugated sheet is usually a) 6 b) 8 c) 10 d) 12 26 / 50 26. For brick construction, the lime-sand mortar is a) 1:01 b) 1:02 c) 2:01 d) 1:03 27 / 50 27. Which one information is not found in specification? a) Nature of works b) Quality of materials c) Types of workmanship d) Dimension 28 / 50 28. Normally which one contract gives the maximum value of the project a) labor contract b) item rate contract c) LS contract d) all of the above 29 / 50 29. The amount of money deposited along with the submission of tender is known as a) Security money b) Performance bond c) Retention money d) Earnest money 30 / 50 30. In the specification of earthwork in foundation trenches, drains, etc. lead specified is (IS code) a) 30 m b) 1.5 m c) 50 m d) 100 m 31 / 50 31. When additional works are added to the original works, the estimate is called: a) Plinth area estimate b) Surface area estimate c) Cubical content estimate d) Supplementary estimate 32 / 50 32. Volume is measured correct to the nearest: a) 0.01 cum b) 0.02 cum c) 0.03 cum d) 0.04 cum 33 / 50 33. The explosive for blasting is usually expressed in terms of a) explosive power b) volume of earthwork that can be blasted c) kilograms d) none of the above 34 / 50 34. At present, the approximate cost of a Residential building per square foot in Kathmandu is a) Rs.1200-1500 b) Rs.1500-2000 c) Rs.2000-2500 d) Rs.2500-3000 35 / 50 35. The expenses of items that do not come under any regular head of items and the cost of unforeseen items are called a) Lump-sum b) Extras c) Customary charges d) Contingencies 36 / 50 36. Actual cost of construction plus certain profit is paid to the contractor. Such a contract is known as a) Unscheduled constant b) Nominated contract c) Cost plus percentage contract d) Work order 37 / 50 37. The annual periodic payments made for the repayment of the capital invested are known as a) Annuity b) Depreciation c) Sinking fund d) Salvation 38 / 50 38. The number of standard bricks in one cubic meter of masonry is: a) 600 bricks b) 500 bricks c) 450 bricks d) 400 bricks 39 / 50 39. Demolition means a) Same as dismantle b) Breaking up the structure c) Breaking up the structure with care d) None of the above 40 / 50 40. The appropriate cost to the complete labor as a percentage of the total cost of the building is a) 10% b) 25% c) 40% d) 5% 41 / 50 41. Payment of the steel is done by a) per quintal b) per MT c) per thousand d) per bundle 42 / 50 42. In the case of a roof truss made of steel, rivets, bolts, nuts, etc., normally account for a) 5% b) 10% c) 15% d) 20% 43 / 50 43. Dismantle means a) Same as dismantle b) Breaking up the structure c) Breaking up the structure with care d) All of the above 44 / 50 44. Which one area must be greater at any floor of a building? a) Carpet area b) Plinth area c) Floor area d) None of the above 45 / 50 45. The order of booking dimension is: a) Length, breadth, height b) Breadth, height, length c) Length, height, breadth d) Height, breadth, length 46 / 50 46. In the case of laying gullies, intercepting traps, the cost includes: a) Setting and laying b) Bed concreting c) Connection to drains d) All of the above 47 / 50 47. The fundamental units in the metric system are: a) Kilometer, kilogram, second b) Centimeter, gram, second c) Meter, kilogram, second d) None of the above 48 / 50 48. In a sanitary pipeline for 3 m length, how many skilled labor are required a) 2 person b) 1 person c) 3 person d) 4 person 49 / 50 49. The unit of payment for excavation trenches for pipes, cables, etc., up to 1.5 m depth in ordinary rock/hard rock is a) cu m b) sq m c) metre d) tonne 50 / 50 50. The portion which is wrongly excavated by the contractor is to be filled a) The earth excavated from the same pit b) the earth excavated from a borrow pit for away from the site c) concrete as specified d) brick masonry Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! LinkedIn Facebook 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Estimating & Costing MCQ PDF for Offline Study