Worksheets25.7.2021
Total questions: 40
Worksheet time: 20mins
Name
Class
Date
1.
Plan, Elevation and section drawings for estimation is drawn in
a)
1 cm= 1 m
b)
1cm= 1mm
c)
1cm=100 m
d)
None of the above
2.
Plinth area method is a method of
a)
Rough cost estimate
b)
Detailed estimate
c)
Rate analysis
d)
Specification
3.
The nominal lead and lift allowed for the earth work in the excavation of the foundation are
a)
50 m and 1.5 m
b)
30 m and 1.5 m
c)
30 m and 2 m
d)
20 m and 1 m
4.
In analysis of rates contractors profit is taken at the rate of
a)
1%
b)
5%
c)
10%
d)
20%
5.
1 cubic meter of cement concrete (1:2:4) is to be mixed by volume. Number of cement bags required approximately will be
a)
6
b)
8
c)
3
d)
4
6.
In detailed estimate the provision for contingencies is usually
a)
1%
b)
3% to 5%
c)
10%
d)
12% to 50%
7.
Original cost of property minus depreciation is
a)
Book value
b)
Salvage value
c)
Capital value
d)
Obsolescence value
8.
While submitting a tender the contractor is required to deposit some amount with the department, as guarantee of the tender known as
a)
Bank guarantee
b)
Caution money
c)
Security deposit
d)
Earnest money
9.
Plinth area of a building is
a)
Built up covered area measured at sill level
b)
Built up covered area measured at lintel level
c)
Built up covered area measured at plinth level
d)
carpet area
10.
What is the salvage value of building
a)
Value of building after its utility period
b)
Rent of building per year
c)
Value of scrap after dismantling building
d)
Fund reserved for reconstruction
11.
What is the weight in kilograms of one full bag of ordinary port land cement ?
a)
50 kg
b)
40 kg
c)
500 kg
d)
400 kg
12.
The volume of one bag (50kg) of cement is
a)
0.04 m3
b)
0.034 m3
c)
0.045 m3
d)
0.025 m3
13.
Number of bricks required per cubic metre with nominal size
a)
800
b)
1000
c)
700
d)
500
14.
The quantity of partition walls and honey-comb walls are worked out in
a)
m
b)
m2
c)
m3
d)
lump-sum
15.
In the centre line method of working out volumes, for cross walls, what deductions must be made from the centre line length at each junction ?
a)
Twice the breadth
b)
Breadth
c)
1.5 times breadth
d)
Half the breadth
16.
The plan of a building is in the form of a rectangle with centre line dimensions of outer walls as 9.70 m x 14.70 m. The thickness of the wall in super structure is 0.30 m. Then its plinth area is
a)
150 m2
b)
147 m2
c)
145.5 m2
d)
135.36 m2
17.
When the plinth area minus the area occupied by the wall is known as
a)
Circulation area
b)
Carpet area
c)
Floor area
d)
None of the above
18.
The quantity of damp proof course of cement concrete is expressed in MKS Unit
a)
m2
b)
ft2
c)
m3
d)
ft3
19.
Weight of 12 mm dia for steel bar in running meter
a)
0.617 kg
b)
0.789 kg
c)
0.888 kg
d)
0.698 kg
20.
The incidental expenses of a miscellaneous character which cannot reasonably predicted during preparation of the estimate is indicated by the term
a)
Lump-sum
b)
Contingencies
c)
Substituted item
d)
Work-charged
21.
The most reliable estimate is :
a)
Preliminary estimate
b)
Plinth area estimate
c)
Detailed estimate
d)
Cube rate estimate
22.
Pick up the item of work not included in the plinth area estimate
a)
Verandah area
b)
Wall thickness
c)
Room area
d)
W.C. area
23.
According to ISI method of measurement, the order of the sequence
a)
Length, breadth, height
b)
Breadth, length, height
c)
Height, breadth, length
d)
Length, height, breadth
24.
Thickness of plastering is usually:
a)
6 mm
b)
12 mm
c)
25 mm
d)
40 mm
25.
Rates of various items of work and materials, rates of wages and transporting are given in
a)
Scheduled of rates
b)
Data book
c)
Measurement book
d)
IS code
26.
The art of determining the present value of a property such as buildings and other structures
a)
Valuation
b)
Fixation
c)
Acquisition
d)
Costing
27.
For laying or paving 400 sq.m areas by using 20 cm x 20 cm size paving tiles, the number of tiles required will be
a)
10000
b)
1000
c)
400
d)
4000
28.
The total cost of whole project including all building structures,external services, cost of land, etc, called
a)
Capital cost
b)
Provisional sum
c)
Approximate cost
d)
Prime cost
29.
The capacity of doing work by an artisan or skilled labor in the form of quantity of work per day is
a)
Labour charges
b)
Day work
c)
Task-work
d)
Specifications
30.
As per PWD Standard Databook man required for 100 sq m site clearing is
a)
0.5
b)
1
c)
1.5
d)
2
31.
In earthwork for open well excavation, if the diameter is between 2.5 and 3.5 m, the rate increased for the first 1.5m after the initial 1.5m depth is
a)
0.1
b)
0.15
c)
0.2
d)
0.25
32.
Item of steel work which is measured in square meters is
a)
Rolling shutters,
b)
Ventilators and glazing
c)
Collapsible gates
d)
All of the above
33.
For measurement of stairs, One quarter landing is taken as steps
a)
1.5
b)
1
c)
2
d)
4
34.
Quantity of cement required for one unit of RCC 1.1.5.3
a)
3.3kg
b)
4.32kg
c)
4.83kg
d)
None of these
35.
In plastering work no deduction is required for an opening less than
a)
0.1 sq m
b)
0.05 sq m
c)
0.5 sq m
d)
3 sq m
36.
The least accurate estimate is :
a)
Supplementary estimate
b)
Plinth area estimate
c)
Revised estimate
d)
Detailed estimate
37.
For one cubic metre 1:2:4 concrete using 20 mm metal, the quantity of coarse aggregate required is
a)
1.00 m3
b)
1.54 m3
c)
1.10 m3
d)
0.90 m3
38.
The coefficient of painting for fully panelled window is
a)
1
b)
1.3
c)
2
d)
2.25
39.
The fresh detailed estimate of the additional work in addition to the original one is called
a)
Revised estimate
b)
Detailed estimate
c)
Supplementary estimate
d)
Abstract rate
40.
To cover one square meter of pitched roof ...... number of320mm MP tiles are required
a)
256
b)
160
c)
16
d)
145
100 %
