RTU 2016 Question Paper Semester IV Civil Engineering Quantity Surveying & Valuation

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RollNo. Total No of Pages:fl
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t-,{ B.Tech. IV-Sem (Main & Back) Examl June'July 2016
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Civil Engineering
+ 4CE6A Quantity Surveying &Valuation

Time: 3 Hours Maximum Marks: 80
Min. Passing Marks (Main & Back): 26
Min. Passing Marks (OId Back): 24
Instructions to Candidates : -

Attempt any fi.ve questions, selecting one questi.on from each unit. All
Questions carry equal marks. Schematic diagrams must be shown
wherever necessary. Any data you feel missing suitably be assumed and
stated clearly.
Units of quantities used"/ calculated must be stated clearly.
(Jse of following supporting material is permitted during examination.

( Mentioned in form No.205 )
1. NIL 2. NIL

UNIT.I
Q.1 Discuss the importance of quantity survey and valuation techniques in civil
construction projects. t16I

Q.l (a) What do you mean by 'Supplementary Estimates'? Explain the circumstances
under which such estimates are prepared. [8]

(b) Describe various factors that influence the accuracy of estimates of building
construction Project. t8l

14841.L61 Page 1 of4 [eso0l

UNIT.II
Q.2 (a) Write the purposes of 'Rate Analysis'. t6l

(b) Analyze the rate of 12 mm thick 1: 4 cement and local sand mortar plaster on

brick wall including material, labour T and P, watering etc. t10l

OR

Q.2 (a) Write detail note on various factors affecting the Rate Analysis. t6l

(b) Analyze the rate of following item or work (assume suitable data e.g. rates of

material and labour etc.) for "First class brick work in 1:6 cement sand

mortar". t10l

UNIT.III
Q,3 Prepare a details estimate of the quantities of concrete and steel of R.C.C. slab of
overall dimensions 4m x 8.5m having an overall depth of 120mm. 10mm diameter

main bars are spaced at 120mm centers with alternate bars bend up at 1t5 span. 6mm

diameter distribution steel is provided at 150mm centers. Cross section of slab is

shown in Figure. Prepare bar bending schedule. Separately. l16l

10mmq l2Ommc/c 6mmrp l50mm

120 mm

I
4m

l4E4L76) Page? of4 [es0o]

OR

Q.3 Calculate the quantity of earthwork for a portion of a road from the following data.
Formation width of road = 10m l16l

Side slope = 2:7

Assume there is no transverse slope

Use prismoidal formula

Distance in M 0 100 200 300 400 500 600

R.L. of ground 114.50 tr4.75 tt5.25 115.20 116.r0 1 16.85 118

R.L. of formation 115 Upward Gradient I :20O

Q. (a) Explain with an example the procedure for working out the cost of materials at
:

site. t6l
(b) Differentiate between an ordinary cash book and subsidiary cash book. What
certificate is required to be given at the time of closing of a cash book? t10l

OR

Q.4 Write shoft notes on the following: l4x4=l6l
(a) Work charge establishment
(b) Travelling allowance
(c) Measurement Book
(d) Contingencies

l4E4LL6l Page 3 of4 [es00]

UNIT.V

Q.s (a) Write down the purpose of valuation. L4l

(b) Explain 6 major types of outgoings. t4l

(c) Explain year's purchase and sinking fund. t8l

OR

Q.5 (a) What do you mean by depreciation? Explain four major methods of calculating
depreciation. t6l

(b) A three storey building is standing on a plot of land measuring 800 Sq.m. The
plinth area of each storey is 400 Sq.m. The building is of RCC framed structure

and the future life may be taken as 70 years. The building fetches a gross rent of

Rs. 1500 permonth. Workout the capitalized value of the property on the basis

of 6Vo net yield. For sinking fund 37o compound interest may be assumed. Cost

of land may be taken as Rs 40 per Sq.m. Other data required may be assumed

suitably. Il0l

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