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Seat No.: Enrolment
GUJARAT TECHNOLOGICAL UNIVERSITY
DIPLOMA ENGINEERING SEMESTER IV • EXAMINATION SUMMER- 2017
Subject Code: 340606 Date: 08- 05 -2017
Subject Name: Quantity Survey Costing
Time: 10:30 AM TO 01:30 PM Total Marks: 70
Instructions:
1. Attempt all questions.
2. Make suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
4. Each question carry equal marks (14 marks)
Q.1

Define estimate and give qualities of a good estimator.
07



07

What are the methods of approximate estimate? Differentiate between approximate estimate detailed estimate




Q.2

State the rules for deduction for Cement Plaster and Excavation as per IS 1200
07


IS 1200
07

FiFind out the Weight and Painting area for following member for a Steel Truss 6 1. ISA 150 X 100 X 10 mm and 10.00 mt long Principal Rafter
2. 8 mm thick and 0.60 X 0.60 mt Gusset Plate



ISA 150 X 100 X 10 mm 10.00
8 mm 0.75 X 0.60

OR

Write Detailed Specification for Ashlar rubble masonary in
07


Q.3

Derive Rate Analysis
R.C.C.( 1 2 4 for slab
15mm thick cement Plaster in CM( 1
07





07

Write detailed specification for Earth work in embankment for road and canal




OR
Q.3

Derive Rate Analysis
P.C.C.( 1 4 8 for foundation
10 cm thick Partition wall masonary in CM( 1
07
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07

W Write the Unit for following
DPC
16 mm dia. Steel bar
G.I Pipe
R.C.C. work
Excavation
Brick masonary
Door frame



16 mm
G.I





Q.4

What is S.O.R.? Why is it periodically revised?
07


SOR
07

Work out the quantities of following items from figure-1 Residential Building
Excavation for foundation ii) Brick masonry work in up to plinth.



i.
ii.

OR
Q.4

State principles of writing detailed specification .Also state purposes of Specification
07



07

Workout the quantities of the following items of work from Figure 2 R.C.C.
Beam
R.C.C. work ii) Steelwork


2
i.
ii

Q.5

Detailes of a road is given under.
Ch.
0
30
60
90
120
150
180
G.L
12.55
12.50
12.40
12.35
12.20
12.00
10.80
Formation R.L of road is 12.40. Road width is 7.50 mt. and side slope is 1:1 in cutting Banking. Find out quantity of earth work in cutting banking.
07
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Ch.
0
30
60
90
120
150
180
G.L
12.55
12.50
12.40
12.35
12.20
12.00
10.80

07

List the data required to prepare estimate. Why estimate is necessary to prepare?




OR
Q.5

Estimate the quantity of earth work for an embankment of 150 m long and
6 m side at formation level both side slope are 1:1 central height from 0 m to at every 30 m interval 0.80,1.60,1.80,2.40,1.20, and 1.00 m
Use Mid section area Method
07



07

List the factors affecting on rate analysis and explain any one in detail.





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Figure 1.
Figure 2.