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Seat No.: Enrolment No.:
GUJARAT TECHNOLOGICAL UNIVERSITY
DIPLOMA ENGINEERING SEMESTER IV • EXAMINATION SUMMER 2018
Subject Code: 340606 Date: 09-05-2018
Subject Name: QUANTITY SURVEY COSTING
Time:10.30 am to 1.00 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 the following terms.
Task work Prime cost Lead Estimate Spot items
Timbering Surface Excavation
07





07

Explain rules for deduction in
1.Plastering work 2.Brick masonry work





Q.2

Workout the weight painting area for
ISA 150x100x12mm Principal Rafter 5 mt. long .
ii) Gusset plate 750 mm X 500 mm and 12 mm thick.
04
03



150x100x12mm
ii) 750 X 500 12
04
03

Give the unit of measurement for the following items.
Surface dressing Honey comb brick masonry Floor finish Brick work Pointing M.H.cover G.I.ridge





OR

State the service unit for following items.
Dam Road Jail Hostel School Bridge Water supply scheme
07




Q.3

Define rate analysis. State the factors affecting R.A. Explain major factors.
07
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07

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




OR
Q.3

Derive the Rate Analysis for Coarse Rubble masonry in C.M.(1:6) for
foundation.
07



07

Explain Principles of specification writing.




Q.4

A 500 mt. long road is to be constructed in side long ground partly in cutting partly in banking. The formation width of road is 12 mt. cross slope of ground is 10:1. side slope for cutting 1:1 in banking 2:1. Use prismoidal formula.
C.H.
1000
1100
1200
G.L
102.00
102.50
101.00
F.L.
100.00
100.25
100.50
07




C.H.
1000
1100
1200
G.L
102.00
102.50
101.00
F.L.
100.00
100.25
100.50
07

Find out the quantities of following items from fig. no.1 Septic tank
Excavation as per stage wise rules
ii) Brick masonry
02
05






OR
Q.4

Work out the quantity of earthwork for a portion of a road by Mean Sectional Area Method from the following data. Formation width of the road is 8 mt. side slope 2:1 in banking and 1.5:1 in cutting. The length of chain is 20 mt. Formation level at chainage 23 is 70.30mt. Upward gradient 1:200 Throughout.
CH
23
24
25
26
27
G.L.
71.25
70.80
70.45
70.20
70.35
07



07
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CH
23
24
25
26
27
G.L.
71.25
70.80
70.45
70.20
70.35

Find out the quantities of following items from fig. no.1 Septic tank
P.C.C for foundation
ii) Plaster work
02
05






Q.5

Find out the quantities of following items from fig. no.2 Pipe culvert
Excavation
ii) Brick masonry
02
05







Find out the quantities of following items from fig. no.3 Soak pit
Excavation as per stage wise rules
ii) Brick masonary
04
03






OR
Q.5

Find out the quantities of following items from fig. no.2 Pipe culvert
P.C.C for below G.L
ii) Plaster work
02
05







Find out the quantities of following items from fig. no.3 Soak pit
B.B.C.C
ii) Sand filling
iii) Brick aggregate filling
iv) R.C.C Slab
01
02
02
02










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