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JNTU B.Tech IV ESTIMATION, QUANTITY SURVEYING AND VALUATION Previous Question Paper (December - 2019 - R16)

B.Tech | IV | IV-I | R16 | December - 2019

Answer PaperPaper Code: 137CNMaximum Marks: 75Time: 3 Hours

Note: This question paper contains two parts A and B. Part A is compulsory which carries 25 marks. Answer all questions in Part A. Part B consists of 5 Units. Answer any one full question from each unit. Each question carries 10 marks and may have a, b, c as sub questions.

PART-A

125 marks
a

Explain about items of work (i) Earthwork and (ii) Damp proof course.

2 marks

Answer

(i) Earthwork involves excavation of soil for foundations, trenches, or leveling sites, measured in cubic meters (cum). (ii) Damp Proof Course (DPC) is a layer of water-repellent material (like bitumen or cement concrete) provided at plinth level to prevent moisture rising into walls, measured in square meters (sqm).

b

What is an approximate estimate? Write its limitations

3 marks

Answer

An approximate estimate (preliminary estimate) is a rough cost calculation prepared before detailed drawings are finalized to determine the financial feasibility of a project. Limitations: It lacks precision, does not account for detailed material specifications, and may vary significantly from the actual cost, making it unsuitable for tendering or construction execution.

c

Explain about trapezoidal rule?

2 marks

Answer

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d

Explain about partially cutting and partially filling and also their Area calculation in earthwork estimation? Draw the figure?

3 marks

Answer

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e

What do you mean by RMC and how many cum it contains?

2 marks

Answer

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f

Describe the procedure for the calculation of rate per unit cum of RR stone masonry in foundation and plinth

3 marks

Answer

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g

Draw the figure of cranked bar.

2 marks

Answer

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h

Define conditions of contract and mention their object and importance.

3 marks

Answer

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i

What are the main purposes of valuation? List out the methods?

2 marks

Answer

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j

Write shorts notes on Book value and Monopoly value.

3 marks

Answer

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PART-B

210 marks
a

Estimate the quantities of the following items using any of the method: i) Earthwork in Excavation in foundation ii) Lime Concrete in foundation iii) IstClass Brick work in cement mortar 1:6 in foundation & plinth. iv) 2.5 cm c.c damp proof course v) Istclass brickwork in lime mortar in super structure.

0 marks

Answer

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b

What do you mean by detailed estimate and abstract estimate?

0 marks

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OR
310 marks
a

Estimate the quantities of the following items using Centre line Method: i) Earthwork in Excavation in foundation ii) Lime Concrete in foundation iii) IstClass Brick work in cement mortar 1:6 in foundation & plinth. iv) 2.5 cm c.c damp proof course v) Istclass brickwork in lime mortar in super structure.

0 marks

Answer

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b

Explain about long wall and short wall method.

0 marks

Answer

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4

The formation width of a road embankment is 9.0m. The side slopes are 2.5:1. The depths along the center line of road at 50.0m intervals are 1.2, 1.1, 1.4, 1.2, 0.9, 1.5 and 1.0.m. It is required to calculate the quantity of earthwork by:

a) Prismoidal rule.

b) Trapezoidal rule.

10 marks

Answer

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OR
5

Estimate the cost of earthwork for a portion of a road from the following data: by using “Mean Sectional Area Method”. Road width at the formation surface is 8m. Side slopes 2:1 in banking and 1.5:1 in cutting. Length of chain is 30m. Formation Level is 70.0 at 20th chainage.

Chainage2021222324252627282930
Ground Level71.2071.2570.9071.2570.8070.4570.2070.3569.1069.4569.70

Upward Gradient 1 in 200. The rates of earthwork as Rs. 275 per % Cum in banking and Rs. 350 per % Cum in cutting.

10 marks

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610 marks
a

Calculate rate per unit cum of RCC work in Beams, (1:1:2) excluding steel but including centering and shuttering

0 marks

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b

What are the requirements of rate analysis?

0 marks

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OR
7

Analyse the rates of white washing with lime on new work and white washing with lime on old work to give and even shade. Assume the data required.

10 marks

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8

Prepare a detailed estimate of a RCC roof slab of 3m clear span and 6m long from the given drawings. RCC work including shuttering and centering and steel reinforcement in detail shall be taken separately. Also, prepare a schedule of bars. Take cost of RCC work excluding steel and its bending but including centering and shuttering and binding of steel = Rs.800/- per cu.m. and cost of steel bars (mild steel) including its bending = Rs.700/- per quintal.

10 marks

Answer

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OR
910 marks
a

Draw the sketch of the steel bars and derive the additional length in two cases - one bent up of 45 degree cranked bar and one bent up of 30 degree cranked bar.

0 marks

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b

Write short note on (i) Contract (ii) Earnest Money Deposit.

0 marks

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1010 marks
a

A colonizer intends to purchase a land of 100,000 sq m area located in the suburb of a big city to develop it into plots of 700 sq.m each after providing necessary roads and parks and other amenities. The current sale price of small plots in the Neighborhood is Rs.25.00 per sq.m. The colonizer wants a net profit of 25%. Work out the maximum price of the land at which the colonizer may purchase the land.

0 marks

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b

Explain any one method of valuation of buildings.

0 marks

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OR
1110 marks
a

Differentiate between the following: i) Drawings and specifications ii) Brief specifications and detailed specifications

0 marks

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b

List and explain standard specifications of a first class building.

0 marks

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About this paper

This page contains the question paper of ESTIMATION, QUANTITY SURVEYING AND VALUATION from JNTU for B.Tech CEE IV IV-I, December - 2019, R16.

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