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This section includes InterviewSolutions, each offering curated multiple-choice questions to sharpen your knowledge and support exam preparation. Choose a topic below to get started.

1.

In long wall-short wall method, the length of the long wall is calculated after the addition of _________ to its centre line length at each end.(a) Breadth(b) Half breadth(c) Height(d) Half-heightI got this question in an internship interview.Question is taken from Estimation and Costing topic in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct OPTION is (b) HALF BREADTH

Explanation: The length of the LONG wall in long wall-short wall method is determined after adding half breadth to its centre line length at each end. While the length of the short wall is determined by subtracting half breadth at each end from its centre line length.

2.

As per IS 3861-1966, which of the following areas should not be included while calculating the plinth area of a building?(a) Porches of non-cantilever type(b) Area of barsati at terrace level(c) Area of walls at floor level(d) Area of loftsI got this question in an online interview.I'm obligated to ask this question of Types of Estimates in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Right option is (d) Area of lofts

The EXPLANATION: As per IS 3861-1966, the AREAS which should be included while calculating the PLINTH area of a building are PORCHES of non-cantilever type, area of BARSATI at terrace level, area of walls at floor level, etc. However, the area of lofts should not be included.

3.

Single units work such as doors and windows are expressed in ________(a) numbers(b) metres(c) m^2(d) m^3The question was asked in examination.My doubt stems from Rate Analysis in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Right CHOICE is (a) NUMBERS

To EXPLAIN: Single UNITS work such as doors and windows are expressed in numbers. The units of measurement are generally classified BASIS on their nature, size and shape.

4.

Works like whitewashing and plastering are measured in ________(a) m^2(b) Metres(c) Litres(d) m^3The question was posed to me in an interview for internship.The doubt is from Rate Analysis topic in section Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The CORRECT option is (a) m^2

The explanation is: Works LIKE whitewashing and plastering are MEASURED in m^2. These works consist of areal surface measurements and involve area and HENCE these are measured in square metres.

5.

Work consisting of linear measurements like fencing which involve lengths is measured in __________(a) Kilograms(b) Running metres(c) m^2(d) m^3I had been asked this question in an online interview.This question is from Rate Analysis in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct choice is (b) RUNNING metres

Best explanation: WORK CONSISTING of linear measurements like fencing which involve lengths is measured in running metres. Other works which involve length are cornice, handrail, ETC.

6.

In partly centre line and partly cross wall method, the centre line method is applied to _______(a) External walls(b) Internal walls(c) Thick walls(d) Thin wallsI got this question during an online interview.My query is from Estimation and Costing in portion Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct option is (a) EXTERNAL walls

To elaborate: Partly CENTRE line and partly cross WALL method is adopted when the external wall has one thickness and the internal walls have DIFFERENT thicknesses. In such a method, the centre line method is applied to the external walls and the long wall-short wall method is applied to the internal walls.

7.

In the cubical contents method, the cost of a structure is computed by the multiplication of total cubic contents and _______(a) Area of building(b) Volume of building(c) Local cubic rate(d) Length of buildingThis question was posed to me by my college professor while I was bunking the class.My doubt is from Types of Estimates in section Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct choice is (c) LOCAL CUBIC rate

The BEST I can explain: The cost of a STRUCTURE in the cubical contents method is determined by the multiplication of TOTAL cubic contents with the local cubic rate. Therefore, the cost of the building is calculated by multiplying the volume of buildings with the rate per unit volume.

8.

Calculate the number of cement bags required for RCC (1:2:4) for 15 m^3 of work.(a) 24.6(b) 38.9(c) 56.7(d) 93.8I got this question during an online interview.My doubt is from Labour and Rate Analysis topic in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer» CORRECT choice is (d) 93.8

The best explanation: The quantity of cement required is [1/(1+2+4)] x 1.52 x 15 m^3 i.e. 3.257 m^3. SP weight of concrete is 1440 KG/m^3 and the weight of one cement BAG is 50 kg. Therefore, the number of cement bags required for RCC (1:2:4) for 15 m^3 of WORK is 3.257 x 1440/50 = 93.8 bags.
9.

The quantity of coarse aggregate required for RCC (1:3:6) for 20 cubic metres of work is ________(a) 18.24 m^3(b) 15.23 m^3(c) 24.87 m^3(d) 32.45 m^3The question was posed to me in my homework.The query is from Labour and Rate Analysis in portion Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct choice is (a) 18.24 m^3

Easy explanation: The ratio 1:3:6 is for cement, sand and COARSE aggregate. Therefore, the QUANTITY of coarse aggregate REQUIRED for RCC (1:3:6) for 20 CUBIC METRES of work is [6/(1+3+6)] x 1.52 x 20 m^3 i.e. 18.24 m^3.

10.

Calculate the number of cement bags required for 2500 kg of cement.(a) 50(b) 100(c) 500(d) 200I got this question by my college director while I was bunking the class.The question is from Labour and Rate Analysis in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The CORRECT option is (a) 50

The best I can explain: The WEIGHT of ONE cement bag is 50 kg. THEREFORE, the number of cement bags required for 2500 kg of cement is 2500/50 i.e. 50 bags.

11.

In long wall-short wall method, the length of the short wall generally increases from earthwork to brickwork in the superstructure.(a) True(b) FalseI had been asked this question in a national level competition.The question is from Estimation and Costing in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The CORRECT answer is (b) False

Easiest EXPLANATION: In long wall-short wall method, the LENGTH of the long wall generally increases from earthwork to brickwork in the superstructure. HOWEVER, that of the short wall DECREASES.

12.

The rates of materials used for government works are approved by _________(a) Executive Board(b) SDO(c) Elective Board(d) Board of Chief EngineersThis question was addressed to me during an interview.The doubt is from Labour and Rate Analysis topic in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Correct CHOICE is (d) Board of Chief Engineers

For explanation I WOULD say: The Board of Chief Engineers approves the rates of MATERIALS USED for government works. However, every year, these are fixed by the Superintendent ENGINEER.

13.

In earthwork calculations, how many lifts are to be paid to the contractor when the earth is to be lifted for 4.5 metres?(a) Four(b) Eight(c) Twelve(d) SixteenThe question was posed to me by my school principal while I was bunking the class.My doubt stems from Estimation and Costing topic in section Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The CORRECT answer is (a) Four

To explain: In earthwork calculations, the unit of lift is 2 metres for the FIRST lift and one extra lift for every 1 METRE. Therefore, when the earth is to be lifted for 4.5 metres, four lifts are to be paid to the contractor. For the first 2 metres, one lift is needed and for the rest 2.5 metres, three more lifts are REQUIRED which sums up to a total four lifts.

14.

For the preparation of approximate estimates, cubical contents method is more accurate than the unit base method and plinth area method.(a) True(b) FalseThis question was addressed to me in exam.This key question is from Types of Estimates topic in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct choice is (a) True

To explain: For the preparation of approximate estimates, CUBICAL contents METHOD is more ACCURATE than the UNIT base method and plinth area method. Cubical contents method is usually USED for multi-storeyed buildings.

15.

The concrete used for cement concrete roads is of grade ___________(a) M 10(b) M 15(c) M 20(d) M 35The question was posed to me by my school teacher while I was bunking the class.My doubt stems from Labour and Rate Analysis in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Correct OPTION is (b) M 15

The explanation: The concrete used for cement concrete roads is of GRADE M 15 using 20 mm HAND broken grade METAL. For base course, concrete of 1:4:8 is used using 40 mm HBG metal.

16.

The centre line method is suitable for walls having ________(a) Different cross-sections(b) Similar cross-sections(c) Same weights(d) Same materialsThe question was posed to me in an interview for internship.Query is from Estimation and Costing topic in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct answer is (b) Similar cross-sections

Easiest EXPLANATION: The centre LINE method is suitable for WALLS having similar cross-sections. The estimates PREPARED using the centre line method are the QUICKEST and accurate.

17.

In the case of works which require some special types of equipment, an amount of ______ percent of the estimated cost is given.(a) 1-2(b) 5-9(c) 12-18(d) 16-20I got this question during an online exam.Enquiry is from Types of Estimates topic in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Right ANSWER is (a) 1-2

Explanation: In the case of works that require some special types of equipment, an amount of 1-2 percent of the estimated cost is given. While PREPARING a detailed estimate, it is also important to select a suitable site of work to REDUCE damage during the loading and unloading of MATERIALS.

18.

Which of the following data is not required to prepare an estimate?(a) Amplitude(b) Drawings(c) Specifications(d) RatesThis question was posed to me in an internship interview.I'm obligated to ask this question of Types of Estimates topic in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer» RIGHT option is (a) Amplitude

The BEST explanation: For preparing an estimate, data such as drawings, detailed specifications, rates, ETC. is required. The drawings needed to prepare the estimate include plans, sections, ELEVATIONS, etc.
19.

Which of the following is not a classification of labour?(a) Skilled first class(b) Skilled second class(c) Unskilled(d) Unskilled fourth classThe question was posed to me in exam.Asked question is from Labour and Rate Analysis in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct answer is (d) Unskilled fourth class

To EXPLAIN I would say: LABOUR is classified into skilled first-class, skilled SECOND class and unskilled. The purpose of analysis of rates is for working out the economical use of materials and the ACTUAL cost of per unit of the items.

20.

Which of the following is the correct order of stages of estimation of concrete roads?(a) Earthwork excavations, cement concrete for the base course (1:4:8) and cement concrete for wearing course (1:2:8)(b) Earthwork excavations, cement concrete for wearing course (1:4:8) and cement concrete for the base course (1:2:8)(c) Earthwork excavations, cement concrete for the base course (1:6:9) and cement concrete for wearing course (1:7:9)(d) Cement concrete for the base course (1:2:3), cement concrete for wearing course (2:7:9) and earthwork excavationsI had been asked this question by my school principal while I was bunking the class.The question is from Labour and Rate Analysis in section Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Right option is (a) Earthwork excavations, cement CONCRETE for the base course (1:4:8) and cement concrete for wearing course (1:2:8)

To explain I WOULD say: The correct ORDER of STAGES of estimation of concrete roads is earth work excavations, cement concrete for the base course (1:4:8) and cement concrete for wearing course (1:2:8). Cement concrete road is laid over an existing Water Bound MACADAM road.

21.

Unit of measurement of asbestos cement sheet roofing is __________(a) Sqm(b) Kilograms(c) Metres(d) NumberI have been asked this question by my college director while I was bunking the class.I want to ask this question from Rate Analysis topic in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Right CHOICE is (a) Sqm

Easiest explanation: Unit of MEASUREMENT of ASBESTOS cement sheet ROOFING is sqm and its unit of payment is PER sqm. Unit of measurement of centering and shuttering formwork is also sqm.

22.

To get the quantities, the lengths found using the long wall-short wall method are multiplied with _________(a) Width(b) Weight(c) Thickness(d) Breadth and depthThe question was posed to me at a job interview.I need to ask this question from Estimation and Costing topic in portion Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer» CORRECT choice is (d) Breadth and depth

To explain: To get the QUANTITIES, the lengths FOUND using the long wall-short wall method are multiplied with breadth and depth. In this method, the centre line lengths of the individual walls are calculated first to get the LENGTH of the short wall and the long wall.
23.

Works like earthwork and cement concrete are measured in ________(a) Square metres(b) Metres(c) Litres(d) Cubic metresI have been asked this question during a job interview.The above asked question is from Rate Analysis in section Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The CORRECT CHOICE is (d) Cubic metres

Explanation: Works like earthwork and cement concrete are measured in cubic metres. These works contain CUBICAL contents and involve VOLUMES and hence these are measured in m^3.

24.

Which of the following is not a method of working out quantities like earthwork and brickwork in plinth?(a) Long wall-short wall method(b) Centre line method(c) Thick wall – thin wall method(d) Partly centre line and short wall methodI have been asked this question in an interview for job.I want to ask this question from Estimation and Costing in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct answer is (d) Partly CENTRE line and short wall method

To ELABORATE: There are various METHODS that are used to work out quantities like earthwork, foundation CONCRETE, etc. Some of these methods are the long wall-short wall method, partly centre line and short wall method and centre line method.

25.

The quantity of sand required for RCC (1:2:4) for 15 cubic metres of work is ___________(a) 4.76 m^3(b) 10.32 m^3(c) 8.43 m^3(d) 6.51 m^3This question was addressed to me during an online exam.I'm obligated to ask this question of Labour and Rate Analysis topic in section Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Correct choice is (d) 6.51 m^3

To EXPLAIN: Approximately 1.52 m^3 of dry concrete is required for 1 m^3 of WET concrete. The quantity of SAND required for RCC (1:2:4) for 15 CUBIC metres of work is [2/(1+2+4)] x 1.52 x 15 m^3 i.e. 6.51 m^3.

26.

Which of the following is not a method used for preparing approximate estimates?(a) Cubical contents method(b) Unit base method(c) Plinth area method(d) Cylindrical base methodI have been asked this question by my school principal while I was bunking the class.The question is from Types of Estimates topic in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Correct answer is (d) Cylindrical base method

The explanation is: There are various methods used for preparing approximate ESTIMATES. These are the PLINTH area method, unit base method and cubical contents method. An approximate ESTIMATE is needed for STUDYING various ASPECTS of the work of the project.

27.

While fixing rate per unit of an item, the quantity of materials and labour needed for one unit of an item are strictly per __________(a) Special Data Book(b) Standard Data Book(c) Special Data Record(d) Specific Data RecordThe question was posed to me in final exam.Origin of the question is Types of Estimates topic in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Correct option is (b) Standard Data Book

For explanation: While fixing rate PER unit of an item, the QUANTITY of materials and LABOUR NEEDED for one unit of an item are strictly per the Standard Data Book. However, the rates of labour and materials are OBTAINED from the current standard scheduled of rates.

28.

Estimating is the technique of calculating the various quantities and is needed for controlling the expenditure during the execution of the work.(a) True(b) FalseThe question was asked during a job interview.My enquiry is from Types of Estimates in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Right choice is (a) True

For explanation I WOULD say: ESTIMATING is the process of CALCULATING the VARIOUS quantities and their cost in the building CONSTRUCTION. It is needed for controlling the expenditure during the execution of the work.

29.

In the plinth area method, the cost of construction is computed by the multiplication of ________(a) Plinth length and rate(b) Plinth breadth and rate(c) Plinth area and plinth area rate(d) Plinth volume and plinth length rateI have been asked this question in final exam.The above asked question is from Types of Estimates topic in section Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct choice is (c) PLINTH area and plinth area rate

The best explanation: In the plinth area METHOD, the COST of construction is computed by the multiplication of plinth area and plinth area rate. This area is CALCULATED by multiplying the length and the breadth.

30.

The rules for measurement of all items are described in _______(a) IS-1993(b) IS-1896(c) IS-1200(d) IS-1987I got this question in final exam.Enquiry is from Rate Analysis topic in portion Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct OPTION is (C) IS-1200

The EXPLANATION is: The rules for measurement of all ITEMS are described in IS-1200. It is specified that in booking, the order should be in SEQUENCE of length, breadth and height.

31.

Unit of measurement of rainwater pipe is ________(a) Cum(b) Litres(c) Number(d) Running metresI got this question in an interview for job.I would like to ask this question from Rate Analysis in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer» RIGHT CHOICE is (d) RUNNING METRES

Easiest explanation: Unit of measurement of rainwater pipe is running metres. The unit of payment of rainwater pipes is PER RM.
32.

Unit of measurement of iron holdfasts in steelwork is ___________(a) Sqm(b) Number(c) Metres(d) QuintalThis question was addressed to me by my college professor while I was bunking the class.Query is from Rate Analysis topic in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Right CHOICE is (d) Quintal

Best explanation: UNIT of MEASUREMENT of iron holdfasts and iron RAILING in steelwork is quintal. However, the unit of measurement of grills in steelwork is sqm.

33.

Unit of measurement for damp proof course is ____________(a) Sqm(b) Cum(c) Number(d) KgThe question was asked during an internship interview.Asked question is from Rate Analysis in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct CHOICE is (a) Sqm

Explanation: Unit of measurement for the damp proof COURSE is sqm. While, the unit of measurement of brickwork in FOUNDATION, PLINTH, superstructure and arches is cum.

34.

In long wall-short wall method, the wall along the length of the room is said to be the short wall.(a) True(b) FalseThe question was posed to me at a job interview.The question is from Estimation and Costing in portion Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Right choice is (b) False

To explain: In long WALL-SHORT wall method, the wall along the length of the room is considered as the long wall. While the short wall is the one which is normal to the long wall.

35.

As per the rules for measurement of items, it is specified that the areas should be measured to the nearest ________(a) 0.1 sq m(b) 0.25 sq m(c) 0.01 sq m(d) 0.85 sq mI had been asked this question in an interview for internship.My question comes from Rate Analysis topic in section Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct CHOICE is (c) 0.01 sq m

Easy explanation: As per the RULES for the MEASUREMENT of items, it is SPECIFIED that the areas should be measured to the NEAREST 0.01 sq m. It is also specified that the cubic contents should be measured to the nearest 0.01 cum.

36.

The process of working out the cost per unit of each item is known as _________(a) Work(b) Sheet(c) Data(d) AnalysisI got this question by my college director while I was bunking the class.Asked question is from Types of Estimates topic in section Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Correct option is (C) Data

The explanation is: The preparation of a detailed estimate comprises of working out quantities of different items of work and then determining the COST of each item. The PROCESS of working out the cost per UNIT of each item is KNOWN as data.

37.

The unit of measurement of pointing, painting and varnishing (no. of coats specified) is cum.(a) True(b) FalseThe question was asked in exam.This question is from Rate Analysis in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Correct OPTION is (b) False

The best explanation: The UNIT of MEASUREMENT of pointing, painting and varnishing (no. of coats specified) is SQM. The unit of payment is per sqm.

38.

The unit of payment of cement concrete in lintels is _________(a) Per sqm(b) Per cum(c) Quintal(d) KilogramsThe question was asked by my school teacher while I was bunking the class.The origin of the question is Labour and Rate Analysis topic in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Correct answer is (b) Per cum

Easy EXPLANATION: The UNIT of payment of CEMENT concrete in lintels is per cum. The unit of payment of R.C.C. in the slab is also per cum. Here, per cum stands for per CUBIC METRE.

39.

Which of the following is not a lumpsum item in the estimate?(a) Architectural features(b) Water supply and sanitary arrangements(c) Masonry items(d) Electrical installationsThis question was posed to me during an online interview.My query is from Estimation and Costing topic in division Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

Correct answer is (c) Masonry items

Best explanation: While preparing an estimate, items other than civil ENGINEERING items are REFERRED to as L.S. items or lumpsum items. Some of the lumpsum items in the estimate are the architectural features, electrical installations, WATER supply and SANITARY arrangements, ETC.

40.

In earthwork calculations, the average horizontal distance between the centre of deposition and the centre of excavation is known as ___________(a) Lift(b) Flooring(c) Lead(d) EmbankmentThe question was asked in semester exam.Origin of the question is Estimation and Costing topic in chapter Rate Analysis, Estimation and Costing of Construction & Building Materials

Answer»

The correct ANSWER is (c) Lead

For explanation I would say: In earthwork calculations, the average horizontal distance between the CENTRE of deposition and the centre of excavation is known as lead. Its UNIT is 50 m.