Correct Answer: B
Explanation
Explanation
Shear
Correct Answered :
Wrong Answered :
A
Compressive
B
Shear
C
Tensile
D
Normal
A
750
B
300
C
300
D
450
A
1947
B
1951
C
1957
D
1960
A
Toughness and wear resistance
B
Wear resistance and hardness
C
Strength and Toughness
D
Hardness and strength
Hardness and strength
Correct Answered :
Wrong Answered :
A
Comparative estimation compares the experience of two experts
B
Bottom-up estimate gives results better than the top-down estimate
C
Parametric model estimating method can be used to get the days-perworkstation
D
Top-down estimate makes use of a high-level work breakdown structure
Comparative estimation compares the experience of two experts
Correct Answered :
Wrong Answered :
A
axis
B
plane
C
section
D
twist
A
IS 1172:1993
B
IS 3114:1994
C
IS 1742:1983
D
IS 771:1979
A
27.39 MPa
B
15.53 Gpa
C
10.53 GPa
D
25.39 GPa
A
Direct Shear Test
B
Casagrande apparatus
C
Modified Proctor Compaction
D
Le-chatelier apparatus
Modified Proctor Compaction
Correct Answered :
Wrong Answered :
A
Six Sigma
B
Design of experiments
C
Benchmarking
D
Control Charts
A
0.15% of gross area of slab
B
0.12% of gross area of slab
C
6% of gross area of slab
D
4% of gross area of slab
0.12% of gross area of slab
Correct Answered :
Wrong Answered :
A
Area of the country/75
B
Area of the country/40
C
Area of the country/25
D
Area of the country/50
Area of the country/50
Correct Answered :
Wrong Answered :
A
Area on a vertical plane
B
Area on a curved plane
C
Area on a horizontal plane
D
Area on an inclined plane
Area on a horizontal plane
Correct Answered :
Wrong Answered :
A
ABC differs from traditional pricing systems in that the products are not split between them.
B
ABC is more likely to end up with a big difference from traditional pricing systems if the company produces a single product instead of many
C
In ABC, cost drivers are what cause costs to be incurred
D
ABC is beneficial for the distribution of marketing and distribution costs.
ABC is more likely to end up with a big difference from traditional pricing systems if the company produces a single product instead of many
Correct Answered :
Wrong Answered :
A
Long range issues
B
Short range issues
C
Shareholder issues
D
Strategic issues
Short range issues
Correct Answered :
Wrong Answered :
A
Map study, Reconnaissance survey, Preliminary survey and Final location and Detailed surveys
B
Preliminary survey, Final location and Detailed surveys, Map study and Reconnaissance survey
C
Reconnaissance survey, Final location and detailed surveys, Map study and Preliminary survey
D
Final location and detailed surveys, Map study, Reconnaissance survey, Preliminary survey
Map study, Reconnaissance survey, Preliminary survey and Final location and Detailed surveys
Correct Answered :
Wrong Answered :
A
Locating the given point
B
Locating two previous stations occupied by the plane table
C
Locating the plane table station point
D
Given location of two points, locating the station occupied by the plane table
Given location of two points, locating the station occupied by the plane table
Correct Answered :
Wrong Answered :
A
Volume
B
Specific gravity
C
Viscosity
D
Specific weight
Specific gravity
Correct Answered :
Wrong Answered :
A
Rolling average method
B
Weighted average moving method
C
Exponential smoothing method
D
Critical path method
Critical path method
Correct Answered :
Wrong Answered :
A
(Distance from objective lens to vertical axis) / (Focal length of objective lens)
B
(Focal length of objective lens) - (Distance from objective lens to vertical axis)
C
(Focal length of objective lens) + (Distance from objective lens to vertical axis)
D
(Focal length of objective lens) / (Distance from objective lens to vertical axis)
(Focal length of objective lens) + (Distance from objective lens to vertical axis)
Correct Answered :
Wrong Answered :
A
Royapuram
B
Khopoli
C
Bengaluru
D
Perambur
A
Orographic precipitation
B
Convective precipitation
C
Frontal precipitation
D
Cyclonic precipitation
Convective precipitation
Correct Answered :
Wrong Answered :
A
5.5 m
B
7.5 m
C
7.0 m
D
3.75 m
A
IS: 2065–1983
B
IS: 383–1970
C
IS: 1172–1993
D
IS: 800–2007
A
Two different points in pipes or different pipes
B
At same point in different pipes
C
In same pipes
D
At different points in same pipe
Two different points in pipes or different pipes
Correct Answered :
Wrong Answered :
A
14 mm
B
18 mm
C
12 mm
D
16 mm
A
Minimization of errors
B
Maximization of errors
C
Complete minimization of errors
D
Uncontrollable errors
Minimization of errors
Correct Answered :
Wrong Answered :
A
Angle of repose
B
Cone of friction
C
Angle of friction
D
Coefficient of friction
Coefficient of friction
Correct Answered :
Wrong Answered :
A
Lord William Bentinck
B
Lord Lytton
C
Lord Curzon
D
Lord Dalhousie
A
20
B
7
C
26
D
28
A
Elevation line
B
Plumb line
C
Meridian line
D
Horizontal line
A
buckling
B
crushing of concrete
C
shrinkage of concrete
D
cracks
crushing of concrete
Correct Answered :
Wrong Answered :
A
1.8 τavg
B
2.5 τavg
C
1.5 τavg
D
2.0 τavg
A
Co-efficient of discharge
B
Co-efficient of contraction
C
Co-efficient of viscocity
D
Co-efficient of velocity
Co-efficient of discharge
Correct Answered :
Wrong Answered :
A
20-30%
B
17-25%
C
60-67%
D
12-20%
A
Chemical water
B
Gravity water
C
Hydroscopic water
D
Capillary water
Capillary water
Correct Answered :
Wrong Answered :
A
Downstream velocity
B
Froude Number
C
Bed slope
D
Upstream velocity
A
0.6 - 0.7
B
0.9 - 0.95
C
0.3 - 0.4
D
0.6 - 0.8
A
Shear force is constant
B
Bending moment is constant
C
Bending moment changes
D
Shear force is zero
Shear force is constant
Correct Answered :
Wrong Answered :
A
Executive managers
B
Second level managers
C
First level managers
D
Middle managers
Executive managers
Correct Answered :
Wrong Answered :
A
0.318
B
0.728
C
0.542
D
0.669
A
Inelastic
B
Elastic
C
Friction
D
Plastic
A
1.58 Kg
B
1.67 Kg
C
1.42 Kg
D
1.78 Kg
A
IS 10262:1982
B
IS 456:2000
C
IS 3370-1965
D
IS 1343:1980
A
h/18
B
2h/9
C
h/4
D
18h/4
A
It is used to represent the motion of an object
B
It is only one dimensional
C
It can be resolved in any direction
D
It has both magnitude and direction
It is only one dimensional
Correct Answered :
Wrong Answered :
A
In slow sand filter loss of head is initial 15 cm to 100 cm final
B
The rate of filtration for the slow sand filters is 3000 to 6000 litres per hour per m2
C
Method for cleaning used for rapid sand filter is scrapping of top layer
D
Coagulation is not required for a slow sand filter
The rate of filtration for the slow sand filters is 3000 to 6000 litres per hour per m2
Correct Answered :
Wrong Answered :
A
20
B
15
C
25
D
10
A
1/8
B
1/16
C
1/4
D
1/2
A
1. Design 2. Sub-structure 3. Super-structure 4. Finishing
B
Design 2. Sub-structure 3. Finishing 4. Super-structure
C
Sub-structure 2. Design 3. Finishing 4. Super-structure
D
Sub-structure 2. Design 3. Super-structure 4. Finishing
1. Design 2. Sub-structure 3. Super-structure 4. Finishing
Correct Answered :
Wrong Answered :
A
Cubic
B
Constant
C
Parabolic
D
Linear
A
size
B
total number
C
spacing
D
weight
A
Weber number
B
Euler number
C
Reyonld’s number
D
Froude number
A
lift
B
drift
C
drag
D
cylinder
A
192 mm
B
126 mm
C
184 mm
D
200 mm
A
3.0
B
1.5
C
1.0
D
1.15
A
Light in weight
B
These pipes cannot withstand high negative (or vacuum) pressures
C
To some extent these pipes are flexible and therefore they can be laid easily on curves
D
Withstand high internal pressure
These pipes cannot withstand high negative (or vacuum) pressures
Correct Answered :
Wrong Answered :
A
First increases and ultimately decreases
B
Remains unaffected as the plan shape changes continuously
C
First decreases and ultimately increases
D
Changes erratically all-time leaving permanent braids
First decreases and ultimately increases
Correct Answered :
Wrong Answered :
A
Ventilation of house drain
B
Depth of the water seal
C
The size of the lateral sewers
D
The layout of the house plumbing system
Depth of the water seal
Correct Answered :
Wrong Answered :
A
> 25 m
B
15 to 20 m
C
21 to 25 m
D
< 15 m
A
Steel sleepers are used
B
There are vertical curves
C
Trains stop or start
D
There are horizontal curves
Trains stop or start
Correct Answered :
Wrong Answered :
A
1947
B
1934
C
1958
D
1938
A
Compressive
B
Shear
C
Tensile
D
Normal
A
750
B
300
C
700
D
450
A
Cashbook performs the functions of the journal but not of the ledger
B
Cashbook verifies the correctness of cash in hand and bank
C
Cashbook records all the payments and receipts chronologically
D
Petty cash book is generally used to keep the record of small amount expenses
Cashbook performs the functions of the journal but not of the ledger
Correct Answered :
Wrong Answered :
A
Equal to width of rail head
B
Always greater than flangeway clearance
C
Always less than flangeway clearance
D
Equal to flangeway clearance
Always greater than flangeway clearance
Correct Answered :
Wrong Answered :
A
No such restrictions
B
Lower level to higher leve
C
Higher level to lower level
D
Lower level to lower level
Higher level to lower level
Correct Answered :
Wrong Answered :
A
Benefit/Cost ratio
B
Loss
C
Materials
D
Profit
A
60-67%
B
50-60%
C
17-25%
D
12-15%
A
To withstand the flexural force
B
To withstand the longitudinal stresses
C
To withstand the internal force causing Hoops tension
D
To resist erosion and abrasion
To withstand the internal force causing Hoops tension
Correct Answered :
Wrong Answered :
A
To provide structural stability and support to the edges
B
Eliminate the protection of pavement edges from traffic damage
C
Shoulders act as service lanes for vehicles
D
Shoulders serve as emergency lanes for vehicles
Eliminate the protection of pavement edges from traffic damage
Correct Answered :
Wrong Answered :
A
Offset
B
Base line distance
C
Main line distance
D
Chainage
A
Semaphore signal
B
Calling on signal
C
Disc signal
D
Routing signal
A
16 April 1853
B
8 April 1853
C
15 April 1853
D
17 April 1853
A
momentum and mass
B
momentum and energy
C
mass and energy
D
mass and momentum
mass and energy
Correct Answered :
Wrong Answered :
A
Elevation of the highest point of delivery
B
The type of valves used
C
Its length, number of bends and speed of water
D
Material use for service pipes
Its length, number of bends and speed of water
Correct Answered :
Wrong Answered :
A
volume of water
B
total volume
C
volume of air
D
volume of solids
A
Equal the Stopping Sight Distance
B
3 time the Stopping Sight Distance
C
2 time the Stopping Sight Distance
D
4 time the Stopping Sight Distance
2 time the Stopping Sight Distance
Correct Answered :
Wrong Answered :
A
96.82 meter
B
100 meter
C
150 meter
D
95.82 meter
A
addition
B
subtraction
C
square root
D
square
A
30 mm / 40 mm
B
3 cm to 4 cm
C
30 mm to 40 mm
D
3 mm to 4 mm
A
Triangle
B
Scotch block
C
Turn table
D
Traverser
A
Compressive strain
B
Compressive stress
C
Tensile stress
D
Tensile strain
Compressive stress
Correct Answered :
Wrong Answered :
A
small
B
large
C
repetitive
D
continuous
A
pumping
B
gravity
C
sinking wells
D
mechanical means
A
RA= 80 N and RB= 120 N
B
RA= 120 N and RB= 80 N
C
RA= 60 N and RB= 100 N
D
RA= 100 N and RB= 60 N
RA= 120 N and RB= 80 N
Correct Answered :
Wrong Answered :
A
IS 10500 (2012)
B
IS 456
C
IS 1035 (Part32)
D
IS 1172: 1993
A
8%
B
3%
C
6%
D
10%
A
1823
B
1804
C
1821
D
1800
A
All possible alternatives of project
B
Soil and traffic survey with the approximate cost of project
C
Contract documents
D
Detailed design and cost estimate
Soil and traffic survey with the approximate cost of project
Correct Answered :
Wrong Answered :
A
Varies discharge
B
Maintains high discharge
C
Maintains low discharge
D
Maintains constant discharge
Maintains constant discharge
Correct Answered :
Wrong Answered :
A
Fixing boundaries
B
Preparation of plan or map
C
Measurement of angles
D
Levelling
Preparation of plan or map
Correct Answered :
Wrong Answered :
A
25 kN
B
20 kN
C
15 kN
D
30 kN
A
To the external volume of the dolly
B
To the internal volume of the dolly
C
To the external volume of the cutter
D
To the internal volume of the cutter
To the internal volume of the cutter
Correct Answered :
Wrong Answered :
A
Degrading river
B
Stable river
C
Aggrading river
D
Braided river
A
Kinematic viscosity
B
Specific volume
C
Specific gravity
D
Viscosity
Specific gravity
Correct Answered :
Wrong Answered :
A
Parabolic in tension area
B
Parabolic
C
Parabolic only in compression area
D
Linear
Parabolic only in compression area
Correct Answered :
Wrong Answered :
A
In this system of layout the mains, submains, and branches are interconnected with each other
B
Hazen Williams formula or Darcy–Weisbach formula must be satisfied for flow in each pipe of the network
C
In each loop, the loss of head due to flow in clockwise direction must be equal to the loss of head due to flow in anticlockwise direction
D
According to the principle of continuity, the flow into each junction must be equal to the flow out of the junction
In this system of layout the mains, submains, and branches are interconnected with each other
Correct Answered :
Wrong Answered :
A
Intersection line
B
Topographic line
C
Contour line
D
Horizontal line
A
Rs. 3500, Rs. 3500 and Rs. 7000
B
Rs 2500, Rs. 4500 and Rs. 7000
C
Rs. 1500, Rs. 3500 and Rs. 6000
D
Rs. 4500, Rs. 2500 and Rs. 7000
Rs 2500, Rs. 4500 and Rs. 7000
Correct Answered :
Wrong Answered :
A
Are not used for water carrying
B
Are made of clay
C
Are called as cylindrical type, but their patent name in India is Hume steel pipes
D
May have two types one is ordinary sand moulding and the other will be centrifugal processes
May have two types one is ordinary sand moulding and the other will be centrifugal processes
Correct Answered :
Wrong Answered :
A
Inland navigation
B
Water logging
C
Breeding of mosquitos
D
Ecological imbalance
Inland navigation
Correct Answered :
Wrong Answered :
A
Curve widening
B
Off Tracking
C
Super elevation
D
Set Back Distance
Super elevation
Correct Answered :
Wrong Answered :
A
5
B
8
C
10
D
6
A
0.7 mm
B
0.5 mm
C
0.6 mm
D
0.4 mm
A
Time
B
Quality
C
Cost
D
Resource
A
tangent track
B
sharp curve
C
coastal area
D
tunnels
A
800
B
700
C
500
D
600
A
Weight per unit length
B
Weight
C
Length
D
Cross section
Weight per unit length
Correct Answered :
Wrong Answered :
A
Static
B
Dynamic
C
Kinemeatic
D
Geomatic
A
Galvanized Steel pipe
B
PVC pipe
C
Siphonage pipe
D
Soil pipe
A
Airtight chamber
B
Whirlpool chamber
C
Airpool chamber
D
Liquid debris
Whirlpool chamber
Correct Answered :
Wrong Answered :
A
Dots
B
Vertical lines
C
Crosses
D
Horizontal lines
Horizontal lines
Correct Answered :
Wrong Answered :
A
CIR = Cu -1.5Re
B
CIR = Cu + Re
C
CIR = Cu +1.5Re
D
CIR = Cu - Re
A
Spiral angle/4 (B)
B
Spiral angle/3
C
Spiral angle
D
Spiral angle/2
A
Calibrating container
B
Proctor mould
C
Metal tray with central hole
D
Sand pouring cylinder
A
40 m/s (B)
B
36 m/s
C
38 m/s
D
42 m/s
A
5/2 times vorticity
B
1/2 times vorticity
C
3/5 times vorticity
D
3/2 times vorticity
1/2 times vorticity
Correct Answered :
Wrong Answered :
A
0.085 m
B
0.095 m
C
0.075 m
D
0.065 m
A
Deming is known as the father of scientific management
B
Dale Carnegie is known for his book “How to win friends and influence people”.
C
C. K Prahalad firstly introduced the term “core competency”.
D
Henry Mintzberg is known for his organizational forms theory
Deming is known as the father of scientific management
Correct Answered :
Wrong Answered :
A
N31o00`W
B
S20o00`E
C
N20o00`W
D
S31o00`E
A
Analogous estimation
B
Top-down method
C
Expert judgement
D
Bottom-up method
Expert judgement
Correct Answered :
Wrong Answered :
A
cut off
B
gate valve
C
pressure relief valve
D
air relief
A
Darcy number
B
Euler’s number
C
Froude’s number
D
Reynold number
Froude’s number
Correct Answered :
Wrong Answered :
A
Intermediate town
B
Religious places, very costly structures, unsuitable land
C
Nearby stone quarry
D
Tourist centers
Religious places, very costly structures, unsuitable land
Correct Answered :
Wrong Answered :
A
A tall chimney exposed to wind
B
Pipe Flow
C
Fluid
D
River
A tall chimney exposed to wind
Correct Answered :
Wrong Answered :
A
Zero bending moment point
B
Critical point
C
Point of inflection
D
Point of Contra flexure
Point of Contra flexure
Correct Answered :
Wrong Answered :
A
Aerial survey
B
Geographical survey
C
Location survey
D
Geological survey
Geographical survey
Correct Answered :
Wrong Answered :
A
S1 and S3
B
S3 only
C
S2 only
D
S1 only
A
3.5514 m
B
3.5485 m
C
3.65 m
D
3.55 m
A
Light Compaction method
B
Sand Replacement method
C
Heavy Compaction method
D
Oven Dry method
Sand Replacement method
Correct Answered :
Wrong Answered :
A
Eccentricity of pre-stressing cable
B
Static modulus of elasticity of concrete
C
Shrinkage strain
D
Shrinkage ratio
Shrinkage strain
Correct Answered :
Wrong Answered :
A
Double lines are provided separately for up and down traffic
B
Steam locomotives are used
C
There are more express trains in a system
D
Wooden sleepers are replaced by steel sleepers
Double lines are provided separately for up and down traffic
Correct Answered :
Wrong Answered :
A
10
B
8.12
C
7.30
D
9.33
A
Tintometer
B
Olfactometer
C
Potentiometer
D
Gravimetric
A
depend upon MOI
B
centroid of section
C
top fibre
D
bottom fibre
centroid of section
Correct Answered :
Wrong Answered :
A
Normal traffic growth
B
Generated traffic growth
C
Development traffic
D
Current traffic
Generated traffic growth
Correct Answered :
Wrong Answered :
A
0.42 m
B
0.52 m
C
0.32 m
D
0.62 m
A
Addition of gypsum and leaching
B
Addition of gypsum
C
Leaching
D
Providing good drainage
Addition of gypsum and leaching
Correct Answered :
Wrong Answered :
A
2/8
B
3/7
C
1/7
D
1/8
A
In any direction
B
In both long and short directions
C
In short direction only
D
In long direction only
In any direction
Correct Answered :
Wrong Answered :
A
At 45 degree to contour lines
B
Parallel to contour lines
C
Perpendicular to counter lines
D
Along the contour lines
Along the contour lines
Correct Answered :
Wrong Answered :
A
less than 80% (B)
B
less than 50%
C
Greater than 50%
D
Greater than 80%
A
incremental increase method, arithmetical increase method
B
graphical method, geometrical method
C
ratio and correlation, growth composition method
D
comparative method, zoning method
incremental increase method, arithmetical increase method
Correct Answered :
Wrong Answered :
A
Velocity depth
B
Pressure depth
C
Critical depth
D
Energy depth
A
Tensile test
B
Hammer test
C
Falling weight and hammer test
D
Falling weight test
A
38 days
B
10 days
C
12 days
D
16 days
A
Laminar flow
B
Rotational flow
C
Turbulent flow
D
Compressible flow
A
Prevention cost
B
External failure cost
C
Internal failure cost
D
Appraisal cost
A
Profit Side
B
Loss side
C
Credit side
D
Receipt side
A
To Provide lateral confinement
B
To fill up the voids in the compacted layer of coarse aggregates
C
To fill the voids in the shoulders
D
To prevent ravelling of the stones
To fill up the voids in the compacted layer of coarse aggregates
Correct Answered :
Wrong Answered :
A
Instrument
B
Shape of the earth
C
Object
D
Nature of field survey
A
Axis method
B
Bowditch`s method
C
Graphical method
D
Transit method
A
RSDO
B
RDSO
C
CRIS
D
IRCTC
A
IRC Class B
B
IRC Class A
C
IRC Class 70 R
D
IRC Class AA
A
Mohr`s circle
B
Euler`s method
C
Moment area method
D
Poisson`s ratio method
Moment area method
Correct Answered :
Wrong Answered :
A
10 cm
B
30 cm
C
5 cm
D
15 cm
A
Calcium chloride
B
Lignosulphonate
C
Vinsol Resin
D
Hydroxylated carboxylic acids
A
Directly proportional
B
Does not depend on
C
Inversely proportional
D
Directly proportional to square of w/c ratio
Inversely proportional
Correct Answered :
Wrong Answered :
A
Profiling of earth features
B
Reservoir capacity estimation
C
Determining invisibility between stations
D
Location of watershed line
Profiling of earth features
Correct Answered :
Wrong Answered :
A
0.55
B
0.50
C
0.40
D
0.45
A
Laminar
B
Constant
C
Turbulent
D
Non-uniform
A
Head work - distributary - branch canal - minor
B
Head works - main canal - branch canal - distributary - minor
C
Head works - main canal - branch canal - minor - distributary
D
Head works - main canal - branch canal - minor - distributary
Head works - main canal - branch canal - distributary - minor
Correct Answered :
Wrong Answered :
A
Post tensioned with bundled wires
B
Pre tensioned beam
C
Post tensioned with unbundled wires
D
Data insufficient
Post tensioned with bundled wires
Correct Answered :
Wrong Answered :
A
tangential
B
nominal
C
oblique
D
principal
A
Same level
B
Pressure change
C
Different level
D
Velocity change
Pressure change
Correct Answered :
Wrong Answered :
A
Only mass
B
Only size
C
Only shape
D
Both mass and size
A
BOT contract
B
Item rate contract
C
Hybrid Annuity Model (HAM) contract
D
EPC contract
A
On the outer side
B
On the inner side
C
On inner and outer side equally
D
Less on outer side and more on inner side
On the inner side
Correct Answered :
Wrong Answered :
A
using deformed bars instead of plain bars
B
using lowest grade of steel
C
using lowest grade of concrete
D
using plain bars instead of deformed bars
using deformed bars instead of plain bars
Correct Answered :
Wrong Answered :
A
3.0
B
1.15
C
3.33
D
1.8
A
Land surveys
B
Mine surveys
C
Irrigation schemes
D
Railways
A
Circular
B
Triangular
C
Trapezoidal
D
Rectangular
A
Cross regulator
B
Canal escapes
C
Vertical falls
D
Canal outlets
A
N. Gopalaswami Ayyangar
B
Jagjivan Ram
C
John Matha
D
Lal Bahadur Shastri
A
Reliability
B
Acceptance sampling
C
Serviceability
D
Durability
Acceptance sampling
Correct Answered :
Wrong Answered :
A
2.5 m
B
4.5 m
C
1 m
D
4 m
A
Triaxial shear test
B
Standard proctor test
C
Unconfined compression test
D
Direct shear test
Standard proctor test
Correct Answered :
Wrong Answered :
A
Secunderabad
B
Delhi
C
Agra
D
Bombay
A
Below the ground level
B
At the ground level
C
Above the ground leve
D
At Hydrostatic ground level
Above the ground leve
Correct Answered :
Wrong Answered :
A
= CsQs / Qs+Qr
B
= CsQs+CrQr / QsQr+CrQ
C
= CsQs+CrQr / Qs+Qr
D
= CsQs / QsQr+CrQr
= CsQs+CrQr / Qs+Qr
Correct Answered :
Wrong Answered :
A
Concrete ball test is a sample laboratory test.
B
The compaction factor for the concrete of very low workability is 0.78
C
The workability of concrete is mainly affected by the water-cement ratio and aggregate-cement ratio.
D
Slump test of workability gives good results for the rich mix concrete.
Concrete ball test is a sample laboratory test.
Correct Answered :
Wrong Answered :
A
Special Data Book
B
Special Data Record
C
Standard Data Book
D
Specific Data Record
Standard Data Book
Correct Answered :
Wrong Answered :
A
Plane table survey
B
Tacheometry survey
C
Compass survey
D
Chain Survey
Tacheometry survey
Correct Answered :
Wrong Answered :
A
Vertical bars on Horizontal time scale
B
Horizontal bars on Horizontal time scale
C
Horizontal bars on Vertical time scale
D
Vertical bars on Vertical time scale
Horizontal bars on Horizontal time scale
Correct Answered :
Wrong Answered :
A
putrefaction
B
denitrification
C
biodegradation
D
filtration
A
Most likely time estimate
B
Expected time estimate
C
Pessimistic time estimate
D
Optimistic time estimate
Optimistic time estimate
Correct Answered :
Wrong Answered :
A
182.53 m
B
195.84 m
C
192.53 m
D
166.55 m
A
20%
B
10%
C
15%
D
8%
A
Mechanics
B
Engineering Mechanics
C
Physical science
D
Science of rigid body
Engineering Mechanics
Correct Answered :
Wrong Answered :
A
Riding overlay over flexible pavement
B
Flexible pavement
C
Bituminous overlay over cement concrete surface
D
Rigid pavement
Bituminous overlay over cement concrete surface
Correct Answered :
Wrong Answered :
A
To provide traffic signal base
B
To join rails with the sleeper
C
To allow rail to expand and contract freely
D
To join the two rails together
To join the two rails together
Correct Answered :
Wrong Answered :
A
Time and resource-consuming part of project
B
Only resource-consuming part of project
C
Neither time nor resource-consuming part of project
D
Only time-consuming part of project
Time and resource-consuming part of project
Correct Answered :
Wrong Answered :
A
Rework, $8,050
B
Rework, $6,050
C
Scrap, $2,500
D
Scrap, $4,950
A
Grain size
B
Oval shape
C
Grain shape
D
Compaction of stratum
A
Non adjustment of bubble tube
B
Refraction
C
Earth`s curvature
D
Non adjustment of line of collimation
A
3.5
B
2.7
C
1.8
D
1.5
A
Chlorination
B
Flocculation
C
Sedimentation
D
Electrodialysis
Electrodialysis
Correct Answered :
Wrong Answered :
A
SF= W/2, BM = WL/8
B
SF= W/2, BM = WL/4
C
SF= W, BM = WL/4
D
SF= W/2, BM = WL/2
SF= W/2, BM = WL/4
Correct Answered :
Wrong Answered :
A
Fulkerson`s rules can be used for numbering the events.
B
Network diagram is an essential part of the CPM and PERT technique.
C
Knowledge of the precedence relationship between activities is necessary for making the project network diagram.
D
A project network diagram can have only one critical path.
A project network diagram can have only one critical path.
Correct Answered :
Wrong Answered :
A
65
B
24
C
69
D
55
A
Vapour pressure
B
Surface tension
C
Cavitation
D
Capillarity
Surface tension
Correct Answered :
Wrong Answered :
A
Lateral strain
B
Compressive stress
C
Linear Strain
D
Poisson’s ratio
A
Angle of repose
B
Coefficient of friction
C
Angle of friction
D
Cone of friction
Angle of repose
Correct Answered :
Wrong Answered :
A
Proof of fitness of product
B
Inspection of quality of product
C
Quality conformance
D
Customer satisfaction
Proof of fitness of product
Correct Answered :
Wrong Answered :
A
good
B
very good
C
poor
D
indifferent
A
Revised estimate
B
Item rate estimate
C
Supplementary estimate
D
Plinth area estimate
Plinth area estimate
Correct Answered :
Wrong Answered :
A
P = KH
B
P = KW
C
P = HW
D
P = KHQW
A
1 and 1
B
1 and 2
C
2 and 2
D
2 and 1
A
45 m
B
30 m
C
15 m
D
60 m
A
12
B
18
C
35
D
20
A
Tensile strain
B
Shear strain
C
Volumetric strain
D
Compressive strain
Volumetric strain
Correct Answered :
Wrong Answered :
A
Accelerator
B
Retarder
C
Plasticizer
D
Air entrainer
A
6.5 m
B
8.5 m
C
7.5 m
D
5.5 m
A
Lord Canning
B
Lord Lytton
C
Lord Hardinge
D
Lord Wellesley
A
0.65 of its unsupported length
B
0.85 of its unsupported length
C
0.50 of its unsupported length
D
0.70 of its unsupported length
0.65 of its unsupported length
Correct Answered :
Wrong Answered :
A
simply supported
B
built in
C
fixed
D
continuous
A
yc > yn > y
B
y >yc > yn
C
yn > y > yc
D
yc > y > yn
A
Neutral
B
Stable
C
Hydrostatic Equilibrium
D
Unstable
A
Vee-Bee test
B
Compacting factor test
C
Flow table test
D
Slump test
A
A diamond crossover
B
A heel divergence
C
A triangle Crossover
D
A turntable device
A diamond crossover
Correct Answered :
Wrong Answered :
A
both vector and scalar
B
only vector
C
only scalar
D
neither scalar nor vector
A
Using Rammers
B
Pneumatic tyred roller
C
Sheep`s-foot Roller
D
Tandem Vibratory Roller
Tandem Vibratory Roller
Correct Answered :
Wrong Answered :
A
Madras to Pondicherry
B
Delhi to Agra
C
Meerut to Delhi
D
Bombay to Thane
Bombay to Thane
Correct Answered :
Wrong Answered :
A
Rough
B
Weak
C
Stable
D
Smooth
A
11.8 tonnes
B
12.8 tonnes
C
14.8 tonnes
D
13.8 tonnes
A
Cm of water removed per second
B
Percentage of applied water which intercepted by this drain
C
Cm of water depth removed from the drainage area per day
D
Percentage of stored water which intercepted by this drain
Cm of water depth removed from the drainage area per day
Correct Answered :
Wrong Answered :
A
Sedementation
B
Recreation
C
Dilution
D
Natural purification or self purification
Natural purification or self purification
Correct Answered :
Wrong Answered :
A
Sampling
B
Testing
C
Inspection
D
Evaluation
A
Physical
B
Chemical
C
Synthetic
D
Biological
A
Metcalf method of construction
B
Under Romans roads
C
Tresaguet method of construction
D
Macadam method of construction
Macadam method of construction
Correct Answered :
Wrong Answered :
A
71.4 m
B
41.4 m
C
61.4 m
D
51.4 m
A
Maximum time of completion
B
Minimum time of completion
C
Minimum cost of completion
D
Maximum cost of completion
Minimum time of completion
Correct Answered :
Wrong Answered :
A
opposite
B
perpendicular
C
parallel
D
axial
A
Transportation costs
B
Inventory store costs
C
Office and administrative expenses related to purchasing, accounting and receiving
D
Unloading costs
Inventory store costs
Correct Answered :
Wrong Answered :
A
Auger boring test
B
Standard proctor test
C
Rotary drilling test
D
Wash boring test
Standard proctor test
Correct Answered :
Wrong Answered :
A
M20
B
M10
C
M25
D
M15
A
Cd = 1
B
Cd = 20
C
Cd = 1060
D
Cd = 0.60
A
0.15% of gross area
B
6% of gross area
C
0.8% of gross area
D
0.12% of gross area
0.12% of gross area
Correct Answered :
Wrong Answered :
A
132 KN
B
100 KN
C
110 KN
D
150 KN
A
Do not change with time
B
is always zero
C
Changes with time
D
is always equal to true meridian
Changes with time
Correct Answered :
Wrong Answered :
A
Slenderness ratio
B
Crippling load
C
Euler`s formula
D
Buckling load
Slenderness ratio
Correct Answered :
Wrong Answered :
A
Easy to remove the accident locations
B
Easy to change the alignment
C
Easy to construct, maintain, easy gradients and curves
D
Easy to reconstruct the road and adjust with different weather conditions
Easy to construct, maintain, easy gradients and curves
Correct Answered :
Wrong Answered :
A
Water
B
Aggregates
C
Calcium chloride
D
Cement
Calcium chloride
Correct Answered :
Wrong Answered :
A
Pore water pressure - Total stress
B
Neutral stress
C
Total stress - Pore water pressure
D
Total stress + Pore water pressure
Total stress - Pore water pressure
Correct Answered :
Wrong Answered :
A
5.60%
B
3.60%
C
2.60%
D
4.60%
A
Off take point
B
Downstream side of off take point
C
Inlet of main channel
D
Upstream side of off take point
A
Incorrect ranging
B
Incorrect length of chain
C
Slope measurement
D
Loose chain
Slope measurement
Correct Answered :
Wrong Answered :
A
De-oxygenation
B
Self-purification
C
Re-oxygenation
D
Dilution
A
0%
B
5%
C
7.5 %
D
10%
A
91.45 %
B
87.13 %
C
81.20 %
D
78.00 %
A
0.57
B
Hw
C
3/2 Hw
D
2/3 Hw
A
1.56 Kg
B
1.42 Kg
C
1.14 Kg
D
1.28 Kg
1.42 Kg
Correct Answered :
Wrong Answered :
A
Clayey soil
B
All types of soil
C
Gravelly, sandy and dry soil
D
Silty soil
All types of soil
Correct Answered :
Wrong Answered :
A
Gunter`s chain
B
British chain
C
Engineer`s chain
D
Revenue chain
A
Tensile strain
B
Shear strain
C
Volumetric strain
D
Compressive strain
A
31.80 m
B
56.60 m
C
185.20 m
D
24.80 m
A
Concentrated
B
Varying
C
Point
D
Uniform
A
Bitumen
B
Granular soil
C
Copper
D
Coarse aggregates and fine aggregates
A
5
B
2
C
4
D
6
A
8 degree
B
5 degree
C
6 degree
D
3 degree
A
Modulus of elasticity
B
Young`s Modulus
C
Modulus of resilience
D
Bulk Modulus
Modulus of resilience
Correct Answered :
Wrong Answered :
A
Law of conservation
B
Principle of moments
C
Newton`s second law
D
Archimede`s Principle
Archimede`s Principle
Correct Answered :
Wrong Answered :
A
0 and 1000
B
4000 and 8000
C
2000 and 4000
D
1000 and 2000
A
Resource Allocation
B
Regularly monitoring the project condition
C
Preparation of detailed project plan
D
Cost/Benefit Analysis
Resource Allocation
Correct Answered :
Wrong Answered :
A
Operating force
B
Middle Management
C
Lower Management
D
Top management
Middle Management
Correct Answered :
Wrong Answered :
A
Angle between the tongue rail and Gauge face of the stock rail
B
Angle between the outer face of the stock rail and the gauge face of the tongue rail
C
Angle between the tongue rail and outer face of the stock rail
D
Angle between the outer face of the tongue rail and gauge face of the stock rail
Angle between the tongue rail and Gauge face of the stock rail
Correct Answered :
Wrong Answered :
A
It can manually be closing the pipes to control the flow of water
B
It controls the flow equally well from either direction
C
It offers less resistance to flow
D
It has quicker opening and closing
It offers less resistance to flow
Correct Answered :
Wrong Answered :
A
Subgrade to be compacted and prepared with a cross slope of 1 in 36
B
The top wearing course was made of smaller stones
C
Heavy foundation stones should be used above the soil subgrade
D
A semi-official technical body should be formed
A semi-official technical body should be formed
Correct Answered :
Wrong Answered :
A
Good hydraulic properties until it is filled
B
Maximum cross-sectional area for a given wall material can be used
C
Used for soft soil, because it is more stable
D
It gives higher velocity in low flow
It gives higher velocity in low flow
Correct Answered :
Wrong Answered :
A
Cast iron
B
Mild steel
C
Wrought iron
D
High Carbon Steel
High Carbon Steel
Correct Answered :
Wrong Answered :
A
Ultrasonic test
B
Torsion test
C
Eddy current test
D
Visual test
Eddy current test
Correct Answered :
Wrong Answered :
A
1. Date 2. Work order number 3. BOQ number 4. Location of work 5. Particulars
B
1. BOQ number 2. Date 3. Work order number 4. Location of work 5. Particulars
C
1. Date 2. BOQ number 3. Work order number 4. Location of work 5. Particulars
D
1. Date 2. BOQ number 3. Work order number 4. Particulars 5. Particulars
1. Date 2. Work order number 3. BOQ number 4. Location of work 5. Particulars
Correct Answered :
Wrong Answered :
A
Cone of depression
B
Perched water table
C
Hypsometric curve
D
Piezometric surface
Piezometric surface
Correct Answered :
Wrong Answered :
A
Training for Discharge
B
Low Water Training
C
Training for Depth
D
Training for Sediment
Training for Discharge
Correct Answered :
Wrong Answered :
A
Flat bottom type cistern
B
Washdown toilet
C
Mechanical type cistern
D
The Bell type cistern
The Bell type cistern
Correct Answered :
Wrong Answered :
A
To ensure the comfort of people
B
To ensure the safety and comfort of people
C
To ensure the safety of people
D
Project economy
To ensure the safety and comfort of people
Correct Answered :
Wrong Answered :
A
Trigonometric levelling
B
Spirit levelling
C
Direct levelling
D
Barometric levelling
Barometric levelling
Correct Answered :
Wrong Answered :
A
depression
B
supercritical
C
critical
D
subcritical
A
1/30
B
30
C
27/1000
D
27
A
Between top fiber and neutral axis
B
Neutral axis
C
Bottom fiber of section
D
Top fiber of section
A
Filtration
B
Distribution system
C
Public demand of water
D
Water supply scheme
Water supply scheme
Correct Answered :
Wrong Answered :
A
Controlling
B
Scheduling
C
Planning
D
Surveying
A
69.5 m
B
59.5 m
C
79.5 m
D
89.5 m
A
Accurate line of sight
B
Inaccurate angle
C
Accurate angle
D
Inaccurate line of sight
Accurate line of sight
Correct Answered :
Wrong Answered :
A
Marshall method of Mix Design
B
From field observations
C
California Bearing Ratio Test
D
Compaction method
Marshall method of Mix Design
Correct Answered :
Wrong Answered :
A
Project scheduling
B
Project being
C
Project planning
D
Project controlling
A
Over and Intensive Irrigation
B
Inadequate Natural Drainage
C
Impervious Obstruction
D
Flat Topography
Impervious Obstruction
Correct Answered :
Wrong Answered :
A
increase the visibility at the curve.
B
introduce centrifugal force gradually between the tangent point and the beginning of the circular curve.
C
introduce longitudinal gradient gradually
D
drain off the rain water from the road surface.
introduce centrifugal force gradually between the tangent point and the beginning of the circular curve.
Correct Answered :
Wrong Answered :
A
0.002
B
0.45fck
C
0.0035
D
0.2
A
Capillary water
B
Free water
C
Ground water
D
Soil water
A
1.93m × 20cm × 22cm
B
1.73m × 20cm × 11cm
C
1.87m × 24cm × 11cm
D
1.83m × 20cm × 11cm
1.83m × 20cm × 11cm
Correct Answered :
Wrong Answered :
A
75 - 150 mm
B
50 - 100 mm
C
20 - 30 mm
D
25 - 50 mm
A
1300 mm
B
1170 mm
C
2620 mm
D
2172 mm
A
uf = 510 m/s
B
uf = 5.2 m/s
C
uf = 7 m/s
D
uf = 2.28 m/s
A
Total
B
Interfering
C
Free
D
Independent
A
Traversing method
B
Resection method
C
Radiation method
D
Intersection method
Resection method
Correct Answered :
Wrong Answered :
A
Distance between center to center of rails
B
Distance between the inner face of rails
C
Distance between webs of two rails
D
Distance between the outer face of rails
Distance between the inner face of rails
Correct Answered :
Wrong Answered :
A
Normal groyne
B
Constant groyne
C
Repelling groyne
D
Attracting groyne
A
At an inward slope of 1 in 20
B
At an outward slope of 1 in 30
C
Horizontal
D
At an outward slope of in 1 in 20
At an inward slope of 1 in 20
Correct Answered :
Wrong Answered :
A
Lord William Bentinck
B
Lord Dalhousie
C
Lord Lytton
D
Lord Curzon
A
6.66
B
4.3
C
1.9
D
5.33
A
lemniscate
B
circular
C
cubic parabola
D
spiral
A
Sum of BS - Sum of FS = Last RL - First RL
B
Sum of BS - Sum of FS = First RL - Last RL
C
Sum of FS - Sum of BS = Last RL - First RL
D
Sum of FS - Sum of BS = First RL - Last RL
Sum of BS - Sum of FS = Last RL - First RL
Correct Answered :
Wrong Answered :
A
300 mm
B
250 mm
C
400 mm
D
270 mm
A
Jim Crow
B
Rail tong
C
Crowbar
D
Wire Claw
A
seepage
B
shear strength
C
lateral earth pressure
D
maximum dry density
A
70 g/cm square
B
450 g/cm square
C
150 g/cm square
D
300 g/cm square
A
proceed
B
proceed cautiously
C
stop
D
terminate
proceed cautiously
Correct Answered :
Wrong Answered :
A
Gap graded
B
Well graded
C
Poorly graded
D
Uniformly graded
A
Overhanging vertical cliff
B
Steeper slope
C
For a pond
D
For a hillock
Overhanging vertical cliff
Correct Answered :
Wrong Answered :
A
same
B
co-planner
C
separate
D
different
A
20 mm
B
30 mm
C
25 mm
D
40 mm
A
Howrah and Hooghly
B
Howrah and Delhi
C
Hooghly and Delhi
D
Bombay and Delhi
Howrah and Delhi
Correct Answered :
Wrong Answered :
A
Adjustable Cross Staff
B
Open Cross Staff
C
French Cross Staff
D
Vernier Cross Staff
Adjustable Cross Staff
Correct Answered :
Wrong Answered :
A
5 - 10 sec
B
2 - 5 sec
C
10 - 20 sec
D
Above 20 sec
A
To increase the visibility at curves
B
To provide adequate stability to the roadway and to the slope
C
To provide good drainage
D
To increase the speed at hill roads
To provide adequate stability to the roadway and to the slope
Correct Answered :
Wrong Answered :
A
1.5 mg/l
B
0.5 mg/l
C
0.05 mg/l
D
5 mg/l
A
Clayey soils
B
Non plastic silts
C
Bitumen mixes
D
Fine sands
A
water recycling, toilet flushing
B
pre-chlorination, washing utensil
C
water filtration, bathing
D
multiple elutriations, for cooking
water recycling, toilet flushing
Correct Answered :
Wrong Answered :
A
Rock stage of the river
B
Trough stage of the river
C
Boulders stage of the river
D
Not at all in the river
Trough stage of the river
Correct Answered :
Wrong Answered :
A
63.75 m
B
33.75 m
C
53.75 m
D
43.75 m
A
plane
B
frictional
C
rigid
D
rough
A
Boron
B
Cobalt
C
Chromium, Copper and Nickel
D
Manganese
Chromium, Copper and Nickel
Correct Answered :
Wrong Answered :
A
0.01346 m
B
0.1346 m
C
0.02692 m
D
0.2692 m
A
Buckling load
B
Factor of safety
C
Crushing load
D
Safe load
Factor of safety
Correct Answered :
Wrong Answered :
A
40 km per 100 square km area of the country
B
16 km per 100 square km area of the country
C
20 km per 100 square km area of the country
D
32 km per 100 square km area of the country
32 km per 100 square km area of the country
Correct Answered :
Wrong Answered :
A
Fodder
B
Fruits and vegetables
C
Wheat
D
Rice
Fruits and vegetables
Correct Answered :
Wrong Answered :
A
20 Km per 100 square Km area of the country
B
32 Km per 100 square Km area of the country
C
25 Km per 100 square Km area of the country
D
16 km per 100 square km area of the country
16 km per 100 square km area of the country
Correct Answered :
Wrong Answered :
A
605 units
B
643 units
C
670 units
D
683 units
A
Telephone charges paid from the company’s bank account
B
Depreciation expenses
C
Cash receipts and cash payments
D
Cash paid to material suppliers
Depreciation expenses
Correct Answered :
Wrong Answered :
A
FOS = εpv/(µεph)
B
FOS = ( εpv)/εph
C
FOS = (µ εpv)/εph
D
FOS = (µ εph)/εpv
FOS = (µ εpv)/εph
Correct Answered :
Wrong Answered :
A
Private finance activities
B
Assets of firms
C
Payment by savings
D
Loans from bank
Assets of firms
Correct Answered :
Wrong Answered :
A
Expensive, frequently used items with high shipping costs and long delivery times.
B
Expensive, frequently used and low-cost inventory items with short delivery times.
C
Out-of-stock items are inexpensive, used frequently, low cost with long delivery time.
D
Expensive, frequently used and high-cost inventory items with short delivery times.
Expensive, frequently used items with high shipping costs and long delivery times.
Correct Answered :
Wrong Answered :
A
Executive Engineer
B
Foreman
C
Chief Engineer
D
Junior Engineer
Junior Engineer
Correct Answered :
Wrong Answered :
A
0.1
B
0.09
C
0.07
D
0.08
A
0.6
B
0.4
C
0.3
D
0.5
A
6 mm
B
4 mm
C
8 mm
D
10 mm
A
Bleeding
B
Creep
C
Drip
D
Scaling
A
centre
B
below the support
C
end
D
nearest to one end
A
Increases Volume of Soil
B
Increases Water Table Level
C
Decrease Air Circulation
D
Increases Free Gravity Water
Increases Volume of Soil
Correct Answered :
Wrong Answered :
A
Material Plan
B
Pension plan
C
Time Plan
D
Manpower Plan
A
290.5
B
180
C
220.22
D
327.2
A
60 min
B
600 min
C
90 min
D
30 min
A
Vadodara
B
Lucknow
C
Pune
D
Nasik
A
33%
B
60%
C
2 times of bond stress
D
25%
For deformed bars, the bond stress snail be increased by 60% of the values for plain bars in tension. For bars in compression, the values of bond stress for bars in tension shall be increased by 25%.
Correct Answered :
Wrong Answered :
A
Vital, Essential and Desirable
B
Value, Engineering and Desirable
C
Value, Essential and Demand
D
Value, Essential and Desirable
Vital, Essential and Desirable
Correct Answered :
Wrong Answered :
A
1.676 m
B
0.762 m
C
1.0 m
D
0.610 m
A
U = XY, V = XY+Y
B
U = X2+Y2 , V = 2XY
C
U= 2X-Y2 , V = X2 -2Y
D
U = X+Y , V = X-Y
U = X+Y , V = X-Y
Correct Answered :
Wrong Answered :
A
Most Probable Number(M.P.N)
B
Manufacturer Part Number(M.P.N)
C
Material Part Number(M.P.N)
D
Message Packet Network(M.P.N)
Most Probable Number(M.P.N)
Correct Answered :
Wrong Answered :
A
Bituminous binder
B
Coarse aggregates
C
Cement
D
Fine aggregates and filler
A
Water-cement ratio affects only the strength of concrete not the quality and durability.
B
Minimum quantity of water should be used to have reasonable degree of workability in concrete.
C
Strength of concrete is inversely proportional to water-cement ratio.
D
Excess water-cement ratio results in the segregation of aggregates from cement paste.
Water-cement ratio affects only the strength of concrete not the quality and durability.
Correct Answered :
Wrong Answered :
A
Magnitude, point of application, line of action and direction
B
Magnitude, point of application, line of action
C
Magnitude, line of action and direction
D
Point of application, line of action and direction
Magnitude, point of application, line of action and direction
Correct Answered :
Wrong Answered :
A
Power of sound
B
Frequency
C
Sound pressure
D
Sound Intensity
Sound Intensity
Correct Answered :
Wrong Answered :
A
Depth to width ratio of trench and filling material
B
The depth of flow and the diameter of the pipe
C
Self cleaning velocity
D
Types of slopes
Depth to width ratio of trench and filling material
Correct Answered :
Wrong Answered :
A
59
B
36
C
49
D
4
A
1% and 10%
B
10% and 2%
C
2% and 10%
D
10% and 1%
A
- and + respectively
B
+ and + respectively
C
+ and - respectively
D
- and - respectively
+ and - respectively
Correct Answered :
Wrong Answered :
A
Detailed estimate
B
Preliminary estimate
C
Plinth area estimate
D
Cube rate estimate
Detailed estimate
Correct Answered :
Wrong Answered :
A
15 N
B
20 KN
C
50 GPa
D
18.64 KN
A
Neither (Heel divergence) nor (length of tongue rail)
B
Heel divergence only
C
Length of tongue rail only
D
Both (Heel divergence) and (length of tongue rail)
Both (Heel divergence) and (length of tongue rail)
Correct Answered :
Wrong Answered :
A
axial
B
compressive
C
tensile
D
shear
A
-1/10
B
+1/10
C
+1/16
D
+1/12
A
Distribution system
B
Design period
C
Rate of consumption
D
Rate of demand
A
Geodetic survey
B
Chain survey
C
Compass survey
D
Plane table survey
Geodetic survey
Correct Answered :
Wrong Answered :
A
0.40
B
0.48
C
0.253
D
0.46
A
σ = (p*d)/4t
B
σ = (p*d)/ t
C
σ = (p*d)/3t
D
σ = (p*d)/2t
A
Over turning and piping
B
Undermining and uplift
C
Overturning and uplift
D
Seepage and segregation
Undermining and uplift
Correct Answered :
Wrong Answered :
A
55.5%
B
47.5%
C
31%
D
90%
A
(⅀Wi xi)/Y
B
(⅀Wi xi)/W
C
(⅀Wi xi)/X
D
(⅀Wi yi)/W
A
Poly carboxylate
B
Calcium formate
C
Triethanolamine
D
Silica fume
A
0.091 m
B
0.01 m
C
10 m
D
9.01 m
A
IS - 2720 - PART 7 -1983
B
IS - 2720 - PART 5 -1985
C
IS - 2720 - PART 8 -1979
D
IS - 2720 - PART 6 -1963
IS - 2720 - PART 7 -1983
Correct Answered :
Wrong Answered :
A
Curve widening
B
Camber
C
Road widening
D
Super elevation
A
for the fire demand plus the coincident draft of water or the maximum hourly demand of water, whichever is more.
B
for the coincident draft of water or the maximum hourly demand of water, whichever is more.
C
for domestic water demand plus the coincident draft of water, whichever is less.
D
for the fire demand plus maximum daily demand of water.
for the fire demand plus the coincident draft of water or the maximum hourly demand of water, whichever is more.
Correct Answered :
Wrong Answered :
A
Magnetic particle test
B
Visual testing
C
Dye penetrant testing
D
Ultrasonic testing
A
The canal is full and the drainage empty with the water table at drainage bed
B
The canal is full and the drainage empty with water table below the floor
C
The canal and drainage are flowing full
D
The canal is empty and the drainage full with the water table at drainage bed
The canal is empty and the drainage full with the water table at drainage bed
Correct Answered :
Wrong Answered :
A
VED Analysis
B
FTMN Analysis
C
HML Analysis
D
GOLF Analysis
A
Reciprocating meter.
B
Displacement meter
C
Disc meter
D
Inferential meter
Inferential meter
Correct Answered :
Wrong Answered :
A
Equilibrium
B
Unstable equilibrium
C
Neutral equilibrium
D
Stable equilibrium
Unstable equilibrium
Correct Answered :
Wrong Answered :
A
greater than 10%
B
less than 25%
C
greater than 25%
D
less than 10%
A
Shear stress
B
Shear strain
C
Strain
D
Stress
A
PERT has no use of dummy activities.
B
PERT technique is suitable for the scheduling of Research and Development work.
C
PERT can manage uncertain activities of project.
D
PERT is an activity-oriented technique.
PERT is an activity-oriented technique.
Correct Answered :
Wrong Answered :
A
Bottom of the section
B
Centre of the section
C
Geometrical Centre of the section
D
Top of the section
Geometrical Centre of the section
Correct Answered :
Wrong Answered :
A
To maintain the drag force of the liquid resisting settlement
B
To hold back floating solids, grease and oil
C
To remove finely divided colloidal matters from sewage
D
To minimize the loss of water head
To hold back floating solids, grease and oil
Correct Answered :
Wrong Answered :
A
Permissible error in all measurements is 2%
B
Permissible error in volume measurement is 0.01 cum
C
Permissible error in dimension measurement is 0.01 m
D
Permissible error in area measurement is 0.01 sq.m
Permissible error in all measurements is 2%
Correct Answered :
Wrong Answered :
A
Theory of elasticity
B
Theory of elasticity and plasticity
C
Thermodynamics
D
Theory of plasticity
Theory of elasticity and plasticity
Correct Answered :
Wrong Answered :
A
The ends of needle need not necessarily be in the same plane.
B
Needle should not necessarily be straight.
C
Centre of gravity of needle should necessarily be below the pivot.
D
Needle should not necessarily be sensitive.
Centre of gravity of needle should necessarily be below the pivot.
Correct Answered :
Wrong Answered :
A
3/4 τavg
B
4/3 τavg
C
2/3 τavg
D
1/2 τavg
A
Elbow
B
Trap
C
Vent pipe
D
Stack
A
hF = 3.165 m
B
hF = 3.165 mm
C
hF = 3.165 m square
D
hF = 3.165 cm
A
37 km
B
34 km
C
36 km
D
35 km
A
Prandtl`s universal distribution equation
B
Velocity equation
C
Karman universal equation
D
Bernaulis equation
Prandtl`s universal distribution equation
Correct Answered :
Wrong Answered :
A
0.05
B
0.07
C
0.06
D
0.08
A
Laid above the ground surface
B
Laid below the ground surface
C
Laid on the ground surface
D
The pipes are laid in trenches
Laid below the ground surface
Correct Answered :
Wrong Answered :
A
3/4 breadth of wall on each side
B
1/2 × breadth of wall each side
C
full Breadth of wall
D
1/4 breadth of wall on each side
1/2 × breadth of wall each side
Correct Answered :
Wrong Answered :
A
66.25 m
B
76.25 m
C
56.25 m
D
46.25 m
A
Unity of direction should be proper and fine
B
Work should be divided equally into the chain of employees.
C
Instructions and orders should flow from higher to lower authority
D
Unity of command should be proper and fine.
Instructions and orders should flow from higher to lower authority
Correct Answered :
Wrong Answered :
A
Compression
B
Flexure
C
Shear
D
Deflection
A
Cu = 13.47 and Cc=1.57
B
Cu = 18.47 and Cc=3.57
C
Cu = 10.47 and Cc=5.57
D
Cu = 15.47 and Cc=4.57
Cu = 13.47 and Cc=1.57
Correct Answered :
Wrong Answered :
A
well graded
B
gap graded
C
poorly graded
D
uniformly graded
A
offset line
B
sewer center line
C
trench edge line
D
bracing
A
6 MPa
B
8 MPa
C
9 MPa
D
7 MPa
A
To the entry of colloidal particles
B
To prevent the airlocks and siphonag
C
To prevent the entry of foul gases of the municipal sewer
D
To prevent the leakage of the existing sullage pipes
To prevent the entry of foul gases of the municipal sewer
Correct Answered :
Wrong Answered :
A
Chennai
B
Mumbai
C
Howrah
D
New Delhi
A
High weir fall
B
Low weir fall
C
Rectangular notch fall
D
Trapezoidal notch fall
A
Critical point
B
Zero bending moment point
C
Point of Contra flexure
D
Point of inflection
Point of Contra flexure
Correct Answered :
Wrong Answered :
A
Defence surveys
B
Aerial surveys
C
Land surveys
D
Geological surveys
Geological surveys
Correct Answered :
Wrong Answered :
A
Direction of work
B
Cash inflow and outflow
C
Quantity of work
D
Dimension of work
Cash inflow and outflow
Correct Answered :
Wrong Answered :
A
Mass and weight are scalar quantities
B
Mass is the vector quantity and weight is the scalar quantity
C
Weight and mass are vector quantities
D
Weight is the vector quantity and mass is scalar quantity
Weight is the vector quantity and mass is scalar quantity
Correct Answered :
Wrong Answered :
A
Parametric model estimating
B
Analogous estimation
C
Expert judgement
D
Top-down method
Parametric model estimating
Correct Answered :
Wrong Answered :
A
60 degree to 90 degree
B
20 degree to 30 degree
C
30 degree to 60 degree
D
90 degree to 120 degree
30 degree to 60 degree
Correct Answered :
Wrong Answered :
A
Centre line method
B
Right angle method
C
Isosceles angle method
D
Random method
Right angle method
Correct Answered :
Wrong Answered :
A
30 mm
B
50 mm
C
25 mm
D
45 mm
A
The load factor for the limit state of serviceability is 1 for both dead load and earthquake load.
B
The load factor for the limit state of serviceability is 1.5 for earthquake load and 1 for the dead load.
C
The load factor for the limit state of serviceability is 1.5 for both dead load and earthquake load.
D
The load factor for the limit state of serviceability is 1.5 for dead load and 1 for earthquake load.
The load factor for the limit state of serviceability is 1 for both dead load and earthquake load.
Correct Answered :
Wrong Answered :
A
62 N/mm square
B
70 N/mm square
C
74 N/mm square
D
66 N/mm square
A
Lattice member
B
Column
C
Beam
D
Beam-Column
A
State Highways (SH) and Major District Roads (MDR)
B
Expressways and National Highways (NH)Expressways and National Highways (NH)
C
Other District Roads (ODR) and Village Roads (VR)
D
Only National Highways (NH)
State Highways (SH) and Major District Roads (MDR)
Correct Answered :
Wrong Answered :
A
Plinth area method
B
Cubical contents method
C
Unit base method
D
Cylindrical base method
Cylindrical base method
Correct Answered :
Wrong Answered :
A
Normal duration < Crash duration and Normal cost > Crash cost
B
Normal duration < Crash duration and Normal cost < Crash cost
C
Normal duration > Crash duration and Normal cost < Crash cost
D
Normal duration > Crash duration and Normal cost > Crash cost
Normal duration > Crash duration and Normal cost < Crash cost
Correct Answered :
Wrong Answered :
A
8%
B
7%
C
5%
D
6%
A
Aquifer
B
Aquifuge
C
Aquiclude
D
Aquitard
A
Absolute and are not used in modern structures
B
Always used in pairs on both sides of river
C
Useless in meandering streams
D
Preventing the outflanking of structure by the changing course of stream
Preventing the outflanking of structure by the changing course of stream
Correct Answered :
Wrong Answered :
A
Surface vibrators
B
Internal Vibrators
C
Vibrating tables
D
Shutter vibrators
Surface vibrators
Correct Answered :
Wrong Answered :
A
Plunging
B
Centering
C
Swinging
D
Transiting
A
different
B
constant
C
zero
D
half
A
90 degree
B
45 degree
C
0 degree
D
180 degree
A
120
B
100
C
110
D
50
A
Ultimate Strength to Modulus of Elasticity
B
Longitudinal strain to lateral strain
C
Square of Yield Stress to Modulus of Elasticity
D
Square of Yield Stress to Modulus of Toughness
Square of Yield Stress to Modulus of Elasticity
Correct Answered :
Wrong Answered :
A
It is about 9 times that of water
B
It is about equal to that of the water
C
It is about 1.5 to 4 times that of water
D
It is equal to 7 times that of water
It is about 1.5 to 4 times that of water
Correct Answered :
Wrong Answered :
A
Rectangle is symmetric about both the axes,X̄ = 0 and Ȳ = 0
B
T section is symmetrical about both X-X axis and Y-Y axis
C
Semicircle that is symmetrical about Y-Y axis, Then X̄ = 0
D
Equilateral Triangle is symmetrical about X-X axis if the base of the triangle is oriented in the Y-Y axis
T section is symmetrical about both X-X axis and Y-Y axis
Correct Answered :
Wrong Answered :
A
100 to 200
B
750 to 900
C
200 to 250
D
300 to 500
A
8
B
12
C
16
D
4
A
A large area needs to be covered
B
Uneven terrain needs to be surveyed
C
A small area needs to be covered in great detail
D
Chain Survey tools are not available
Uneven terrain needs to be surveyed
Correct Answered :
Wrong Answered :
A
Cadastral survey
B
Geological survey
C
Astronomical survey
D
Hydrographic survey
Geological survey
Correct Answered :
Wrong Answered :
A
0.85P
B
0.90P
C
0.50P
D
0.75P
A
Howrah to Hooghly
B
Dhanbad to Haldia
C
Dhanbad to Hooghly
D
Howrah to Haldia
Howrah to Hooghly
Correct Answered :
Wrong Answered :
A
hf = 34.55 m, p = 132.65 KW
B
hf = 50.7 m, p = 140 MW
C
hf = 30.6 m, p = 130.5 KW
D
hf = 33.55 m, p = 131.65 KW
hf = 33.55 m, p = 131.65 KW
Correct Answered :
Wrong Answered :
A
120 degree
B
90 degree
C
45 degree
D
60 degree
A
Section modulus
B
Young`s modulus
C
Modulus of elasticity
D
Poisson`s ratio
Section modulus
Correct Answered :
Wrong Answered :
A
Dead slow movement
B
Shunting
C
Indicating busy platform
D
Possible danger ahead
A
ρ =69.45 Kg/m cube
B
ρ =679.45 g/m cube
C
ρ =579.45 Kg/m cube
D
ρ =679.45 Kg/m cube
ρ =679.45 Kg/m cube
Correct Answered :
Wrong Answered :
A
8F`L
B
4F`
C
10F`V2
D
5F`
A
89.9 mm
B
100 mm
C
79.8 mm
D
98.6 mm
A
Cost plus percentage contract
B
BOT contract
C
Schedule contract
D
Lump-sum contact
Cost plus percentage contract
Correct Answered :
Wrong Answered :
A
permeability
B
specific gravity
C
consolidation
D
compaction
A
Height
B
Cross section width
C
Head width
D
Foot width
A
Horizontal scale
B
Oblique scale
C
Vernier scale
D
Vertical scale
Horizontal scale
Correct Answered :
Wrong Answered :
A
Telford method
B
Macadam method
C
Tresaguet method
D
Metcalf method
A
Less than or equal to total float
B
Greater than or equal to total float
C
Always equal to the total float
D
Always greater than total float
Greater than or equal to total float
Correct Answered :
Wrong Answered :
A
To compute the benefit-cost ratio
B
To compute profit/loss in project
C
To track the project progress
D
To record payments and receipts
To record payments and receipts
Correct Answered :
Wrong Answered :
A
Limiting gradient
B
Exceptional gradient
C
Ruling gradient
D
Minimum gradient
Exceptional gradient
Correct Answered :
Wrong Answered :
A
Light weight concrete
B
Super heavy weight concrete
C
Dense weight concrete
D
Extra light weight concrete
Dense weight concrete
Correct Answered :
Wrong Answered :
A
Philip Crosby
B
Deming
C
Joseph Juran
D
H.F. Dodge
A
4.475
B
4.5
C
8.5
D
5.25
A
Rs. 93.33
B
Rs. 103.33
C
Rs. 83.33
D
Rs. 73.33
A
Tensile on one end and compressive on the other
B
Uniform
C
Zero at the end
D
Zero at the axis
A
200
B
450
C
75
D
300
A
Shear force
B
Bending moment
C
Cracking
D
Torsion
A
21.00 kN/m3
B
13.56 kN/m3
C
15.76 kN/m3
D
9.81 kN/m3
A
Pavement Carriageway
B
Cycle Tracks
C
Footpath
D
Shoulders
A
Major District Roads
B
Other District Roads
C
State Highways
D
National Highways
National Highways
Correct Answered :
Wrong Answered :
A
Flexibility
B
Ductility
C
Efficiency
D
Sensitivity
A
Bend in pipe
B
Friction
C
Expansion of pipes
D
Pipe fitting`s
A
Flocculation
B
Filtration
C
Sedimentation
D
Coagulation
A
50%
B
100%
C
70.81%
D
81.81%
A
3182 √Population
B
Rate of consumption per capita per day / Population
C
5633√Population
D
Rate of consumption per capita per day × Population
Rate of consumption per capita per day × Population
Correct Answered :
Wrong Answered :
A
1252
B
1552
C
1352
D
1452
A
0.29 and 0.56
B
0.56 and 0.29
C
0.51 and 0.39
D
0.39 and 0.51
A
addition of air
B
expulsion of air
C
expulsion of water
D
addition of water
expulsion of water
Correct Answered :
Wrong Answered :
A
Delhi
B
Shimla
C
Meerut
D
Roorkee
A
d=75 mm
B
d=75 m
C
d=55 mm
D
d=85 mm
A
0.56 m
B
0.66 m
C
0.76 m
D
0.46 m
A
Any direction
B
Upward direction
C
Upward and downward direction
D
Downward direction
Downward direction
Correct Answered :
Wrong Answered :
A
Stress
B
Strain
C
Nominal stress
D
Tensile stress
A
High yield
B
Low yield
C
Moderate yield
D
Fixed in applicable rate
A
Preventing the lateral movement of wheels
B
Reducing the accidents
C
Reversing the direction of the engine
D
Reducing the damage to the rails
Reversing the direction of the engine
Correct Answered :
Wrong Answered :
A
500
B
2000
C
1000
D
250
A
144 mm
B
200 mm
C
110 mm
D
70 mm
A
Dissolved impurities
B
Suspended impurities
C
Colloidal Impurities
D
Biological Contaminants
Colloidal Impurities
Correct Answered :
Wrong Answered :
A
8.2 mm
B
7.32 mm
C
8 mm
D
6.5 mm
A
Water bodies
B
Earth surface
C
Valleys
D
Hills
A
Precipitation
B
Transpiration
C
Run off
D
Evapotranspiration
A
Sinking fund method
B
Straight-line method
C
Halsey`s 50-50 formula
D
Diminishing value method
Halsey`s 50-50 formula
Correct Answered :
Wrong Answered :
A
Decreases
B
Remain same
C
Increases
D
Becomes zero
A
PERT is appropriate for projects with uncertain time predictions
B
For projects with predictable activities, CPM is a good fit.
C
PERT and CPM are both event-driven methodologies.
D
PERT focuses on events, whereas CPM focuses on activities.
PERT and CPM are both event-driven methodologies.
Correct Answered :
Wrong Answered :
A
Theodolite
B
Dumpy level
C
Sextant
D
Total station
A
Pre-stress beams do not require any auxiliary unit.
B
Pre-stressed beams are light in weight
C
The whole section of pre-stressed beam is useful.
D
Pre-stressed beams do not require heavy shear reinforcement.
Pre-stress beams do not require any auxiliary unit.
Correct Answered :
Wrong Answered :
A
toughness
B
abrasion
C
roughness
D
hardness
A
Spot levels method
B
Cross sections method
C
Direct method
D
Tacheometry method
Cross sections method
Correct Answered :
Wrong Answered :
A
Visual inspection
B
Sound test
C
Pressure test
D
Impact test
A
1.00 and 0.50
B
0.50 and 1.00
C
0.00 and 1.00
D
0.00 and 0.50
A
Chlorination
B
Ultra-violet radiation treatment
C
Sedimentation
D
Coagulation
A
lemniscate
B
circular arc
C
spiral
D
simple parabolic curve
simple parabolic curve
Correct Answered :
Wrong Answered :
A
3.5
B
4
C
5
D
4.5
A
+12.64 N/mm2
B
-6.22 N/mm2
C
-12.64 N/mm2
D
+6.22 N/mm2
A
IS-2720-PART 8 - 1983
B
IS-2720-PART 17 - 1983
C
IS-2720-PART 12 - 1983
D
IS-2720-PART 10 - 1983
IS-2720-PART 8 - 1983
Correct Answered :
Wrong Answered :
A
0.78
B
0.24
C
0.49
D
0.86
A
1305 mm2
B
1605 mm2
C
1500 mm2
D
1400 mm 2
A
Rs. 10,000/- per year
B
Rs. 30,000/- per year
C
Rs. 5,000/- per year
D
Rs. 20,000/- per year
Rs. 20,000/- per year
Correct Answered :
Wrong Answered :
A
2.7 × average daily demand
B
1.8 × average daily demand
C
1.5 × average hourly demand
D
1.48 × average hourly demand
1.5 × average hourly demand
Correct Answered :
Wrong Answered :
A
29.935 m
B
261.90 m
C
299.356 m
D
26.190 m
A
Superplasticizers
B
Accelerators
C
Plasticizers
D
Fly ash
A
300 mm
B
30 m
C
15 m
D
150 mm
A
1720
B
1800
C
1497
D
1630
A
fourth
B
second
C
third
D
first
A
0.8 x105 N/mm2
B
0.7 x 105 N/mm2
C
1 x105 N/mm2
D
0.9 x 105 N/mm2
A
Optimistic time estimate
B
The most likely time estimate
C
Expected time estimate
D
Pessimistic time estimate
Optimistic time estimate
Correct Answered :
Wrong Answered :
A
1.2
B
1.347
C
1.567
D
8.20
A
Flush joint
B
Collar joint
C
Bandage joint
D
Spigot joint
In stone wave, salt-glazed pipes, usually spigot type of joint is used. Socket joint: Socket welded joints are used wherever there is a high chance of leakage in joints. Pipes are connected as putting one into the other and welded around the joint.
Correct Answered :
Wrong Answered :
A
1955
B
1950
C
1947
D
1952
A
Difference in level of two rails
B
Vertical movement of rail
C
Longitudinal movement of rail
D
Lateral movement of rail
Longitudinal movement of rail
Correct Answered :
Wrong Answered :
A
The quadrantal system from 0 to 90o in the four quadrants
B
The semi-circle system from 0 to 180o in the right and left halves
C
Similar to that of prismatic compass
D
The whole circle system from 0 to 360o
The whole circle system from 0 to 360o
Correct Answered :
Wrong Answered :
A
tenacity
B
plasticity
C
elasticity
D
ductility
A
Super passage
B
Syphon aqueduct
C
Syphon
D
Aqueduct
Super passage
Correct Answered :
Wrong Answered :
A
Pg = -4.44 cm
B
Pg = 78 km
C
Pg = 7.5 cm
D
Pg = -4.33 m
A
Parallel activities
B
Dummy activities
C
Predecessor and successor activities
D
Sequential activities
Dummy activities
Correct Answered :
Wrong Answered :
A
130
B
390
C
520
D
260
A
At critical depth
B
Which occurs at the same specific energy
C
At same velocity points
D
Which have the same specific energy
Which occurs at the same specific energy
Correct Answered :
Wrong Answered :
A
(i),(ii) and (iv)
B
(i),(iii) and (iv)
C
(i),(ii) and (iii)
D
(ii),(iii) and (iv)
(i),(ii) and (iv)
Correct Answered :
Wrong Answered :
A
0.5 to 0.97
B
0.97 to 1.02
C
1.5 to 2.0
D
1.8 to 2.0
A
The reception signal is neither Starter nor outer signal
B
The reception signal is starter only
C
The reception signal is both the starter and outer signal
D
The reception signal is outer signal only
The reception signal is outer signal only
Correct Answered :
Wrong Answered :
A
Velocity force
B
Dynamic force
C
Viscous force
D
No force
A
The body will be half immersed in the fluid
B
The body will be rotating
C
The body sinks in a fluid
D
Body floats
The body sinks in a fluid
Correct Answered :
Wrong Answered :
A
2
B
1
C
8
D
3
A
magnitude only
B
direction only
C
both magnitude and direction
D
shape only
A
third
B
first
C
fourth
D
second
A
Elastic behaviour, plastic behaviour
B
Plastic behaviour, elastic behaviour
C
Plastic behaviour, fracture
D
None of these
Elastic behaviour, plastic behaviour
Correct Answered :
Wrong Answered :
A
IS 4926:1976
B
IS 1199:1959
C
IS 10262:1982
D
IS 516:1959
A
Inversely proportional to D5
B
Inversely proportional to D4
C
Inversely proportional to D2
D
Inversely proportional to D
Inversely proportional to D2
Correct Answered :
Wrong Answered :
A
5
B
3
C
6
D
4
A
16
B
20
C
10
D
12
A
Decreases water logging area
B
Increases water logging area
C
Does not change the water logging
D
Does change the water logging
Decreases water logging area
Correct Answered :
Wrong Answered :
A
1.75 N/mm2
B
1.5 N/mm2
C
1.9 N/mm2
D
1 N/mm2
A
Honeycomb
B
Segregation
C
Bleeding
D
Guniting
A
Cannot unite and but continue as one line.
B
Cannot unite and continue as one line.
C
Can unite and continue as one line.
D
Can unite and but not continue as one line.
Cannot unite and continue as one line.
Correct Answered :
Wrong Answered :
A
Shear strain
B
Compressive strain
C
Tensile strain
D
Volumetric strain
Compressive strain
Correct Answered :
Wrong Answered :
A
Plate load test
B
Dutch cone penetration test
C
Standard penetration test
D
Standard proctor test
Standard proctor test
Correct Answered :
Wrong Answered :
A
settling velocity
B
types of screening
C
source of disposal
D
trickling filters
settling velocity
Correct Answered :
Wrong Answered :
A
Collecting precise data
B
Setting out the work on the ground
C
Determining the rough cost
D
Determining the feasibility of the area
Setting out the work on the ground
Correct Answered :
Wrong Answered :
A
2.88 x 10-5
B
1.88 x 10-3
C
1.68 x 10-5
D
2.50 x 10-4
A
1856
B
1859
C
1857
D
1858
A
Independent
B
Total
C
Half
D
Free
A
Impounding
B
Coffer
C
Diversion
D
Detention
A
50bd
B
300mm
C
Minimum of 25b or 100b2/d
D
Minimum of 60b or 250b2/d
Minimum of 60b or 250b2/d
Correct Answered :
Wrong Answered :
A
25 mm
B
20 mm
C
35 mm
D
50 mm
A
Is a gradually varied flow
B
Occurs right after the hydraulic jump
C
Is a tranquil flow
D
Is called as critical flow
Occurs right after the hydraulic jump
Correct Answered :
Wrong Answered :
A
195 KNm
B
200 KNm
C
130 KNm
D
120 KNm
A
Rolling Terrain
B
Mountainous Terrain
C
Plain Terrain
D
Steep
Mountainous Terrain
Correct Answered :
Wrong Answered :
A
Vo = 0.55 D0.64
B
Vo = 0.55 D0.75
C
Vo = 0.75 D0.64
D
Vo= 0.64 D0.55
Vo = 0.55 D0.64
Correct Answered :
Wrong Answered :
A
Carpet area
B
Walls standing on floor level
C
Lift and landing
D
Cantilevered porch
Cantilevered porch
Correct Answered :
Wrong Answered :
A
50 mg/l
B
126 mg/l
C
252 mg/l
D
300 mg/l
A
Final location and detailed survey
B
Map study
C
Preliminary survey
D
Reconnaissance survey
Preliminary survey
Correct Answered :
Wrong Answered :
A
Change in the total energy
B
Change in pressure
C
Torque
D
Change in velocity
A
Obtuse angled triangle
B
Equilateral triangle
C
Isosceles triangle
D
Right angled triangle
Equilateral triangle
Correct Answered :
Wrong Answered :
A
15 N/mm
B
14.81 kN/m
C
14.6 kN/m
D
15.14 kN/m
A
Control Chart
B
P-Chart
C
C-Chart
D
Flow Chart
A
Sanitary sewers should be designed for self-creating velocity of at least 60 cm/sec and combined sewers for a velocity of 75 to 90 cm/sec
B
Sewers in the combined system should be capable of carrying at least two times the Dry Weather Flow (D.W.F.) in addition to stormwater
C
The quantity of sanitary sewage and industrial waste is proportional to the water supplied by public supply
D
A deep of about 12 mm is given in a manhole where only direction changes
The quantity of sanitary sewage and industrial waste is proportional to the water supplied by public supply
Correct Answered :
Wrong Answered :
A
K2Cr2O7
B
NH4NO3
C
NH4CL
D
KMnO4
A
Boulders stage of the river
B
Trough stage of the river
C
Rock stage of the river
D
Delta stage of the river
Trough stage of the river
Correct Answered :
Wrong Answered :
A
> 25 cm but < 30 cm
B
14 to 25 cm
C
> 4 cm but < 8 cm
D
8 to 12 cm
A
Parabolic curve
B
Cubic curve
C
Combination of Straight line curve and Parabolic curve
D
Straight line curve
A
Increased water depth at low river stages.
B
Shortened travel time, particularly at low and moderate river stages.
C
Lowering of flood stages and flood period.
D
Shortened route and elimination of sharp bends
Lowering of flood stages and flood period.
Correct Answered :
Wrong Answered :
A
Average Outgoing Quality Limit (AOQL)
B
Acceptable Quality Level (AQL)
C
Average Outgoing Quality (AOQ)
D
Lot Tolerance Proportion Defective (LTPD)
Average Outgoing Quality Limit (AOQL)
Correct Answered :
Wrong Answered :
A
Clean gravel
B
Fine grained strata
C
Course gravel
D
Strong clay stratum
Strong clay stratum
Correct Answered :
Wrong Answered :
A
69.5 m
B
59.5 m
C
49.5 m
D
79.5 m
A
1.6 m3/sec
B
1.143 m3/sec
C
1.3 m3 /sec
D
1.5 m3 /sec
A
Water storage
B
Water conveyance
C
Water use
D
Consumptive use
Water conveyance
Correct Answered :
Wrong Answered :
A
Medium Reynolds flow
B
Low Reynolds flow
C
Very high Reynolds flow
D
High Reynolds flow
Low Reynolds flow
Correct Answered :
Wrong Answered :
A
P2 = 50 N/mm2
B
P2 = 980.04 KN/mm2
C
P2 = 200 Gpa
D
P2 = 1000 Kpa
P2 = 980.04 KN/mm2
Correct Answered :
Wrong Answered :
A
Lord Dalhousie
B
Lord William Bentinck
C
Lord Curzon
D
Lord Cornwallis
A
3.75%
B
5.75%
C
2.75%
D
4.75%
A
The sight vanes of the alidade should be perpendicular to the base of the ruler.
B
The ruling of fiducial edge of the alidade should be straight.
C
The surface of the board should be perfect plane.
D
The bubble on spirit level need not be at center.
The bubble on spirit level need not be at center.
Correct Answered :
Wrong Answered :
A
20Kmph
B
40Kmph
C
50Kmph
D
30Kmph
A
2.5 kN
B
1.5 kN
C
2.0 kN
D
1.8 kN
A
Axis method
B
Graphical method
C
Transit method
D
Bowditch`s method
Bowditch`s method
Correct Answered :
Wrong Answered :
A
16 mm
B
14 mm
C
12 mm
D
20 mm
A
Leading
B
Planning
C
Controlling
D
Scheduling
A
IS- 2720, PART-29
B
IS- 456, PART-5
C
IS- 2720, PART-7
D
IS- 2720, PART-28
IS- 2720, PART-29
Correct Answered :
Wrong Answered :
A
Rs. 4000 debited from the bank for business purpose
B
Rs. 4000 debited from the bank for personal use
C
Deposited cheque into the bank
D
Rs. 4000 credited into bank
Rs. 4000 debited from the bank for personal use
Correct Answered :
Wrong Answered :
A
U = Tϴ (Chosen option) (B) (Correct Answer) (C) (D)
B
U = 0.5Tϴ
C
U = 1.5Tϴ
D
U = 2Tϴ
A
PB= 201
B
PB= 401 N
C
PB= 108 KN/mm3
D
PB= 108 ×10-3 N/mm2
PB= 108 ×10-3 N/mm2
Correct Answered :
Wrong Answered :
A
Temperature test
B
Smoke test
C
Water test
D
Air test
A
Load balancing concept
B
Force concept
C
Stress concept
D
Pressure concept
A
2.6 kg and 310 mm
B
2.6 kg and 450 mm
C
4.89 kg and 450 mm
D
4.89 kg and 310 mm
2.6 kg and 310 mm
Correct Answered :
Wrong Answered :
A
Plan for the period 1981-2001 and held in Lucknow
B
Plan for the period 1961-81 and held in Mumbai
C
Plan for the period 1961-81 and held in Lucknow
D
Plan for the period 1961-81 and held in Nagpur
Plan for the period 1961-81 and held in Mumbai
Correct Answered :
Wrong Answered :
A
60 years
B
120 years
C
300 years
D
240 years
A
Linear Strain
B
Compressive stress
C
Poisson`s ratio
D
Lateral strain
A
Goose-neck
B
Clamp hole
C
Sluice valve
D
Stop-cock
A
Functional
B
Committee
C
Line and Stock
D
Line
Line organisation is the most democratic form of organisation as the authority flows from top to bottom in concern and also the line of command is carried out from top to bottom. It is the most oldest and simplest form of administrative organisation.
Correct Answered :
Wrong Answered :
A
55% coaltar and 24% asphalt
B
55% coaltar, 44% asphalt and 1% resin
C
35% coaltar and 1% resin.
D
44% asphalt and 1% resin
55% coaltar, 44% asphalt and 1% resin
Correct Answered :
Wrong Answered :
A
126 mm
B
200 mm
C
192 mm
D
184 mm
A
Boundary layer
B
Laminar boundary layer
C
Boundary layer thickness
D
Displacement thickness
Boundary layer thickness
Correct Answered :
Wrong Answered :
A
Calcutta
B
Madhya Pradesh
C
Punjab
D
Haryana
A
1.8 x 10-3cm/sec
B
1.5 x 10-3cm/sec
C
1.34 x10-3cm/sec
D
2.0 x 10-3cm/sec
A
350
B
150
C
540
D
250
A
Total rent
B
Annual rent
C
Depreciation value
D
Gross rent
A
invar
B
metric steel
C
linen
D
synthetic
A
Expanded level
B
Compressed level
C
Sea level
D
Denver level
A
Bottom-up
B
Top-down
C
Horizontal
D
De-centralised
A
Small stresses
B
Large stresses
C
Zero stresses
D
No effect
A
moment of inertia
B
radius of gyration
C
centre of gravity
D
centroid
centre of gravity
Correct Answered :
Wrong Answered :
A
5
B
4
C
2
D
3
A
Both at horizontal and vertical curves
B
Only where roads passes through embankments
C
Only at horizontal curves
D
Only at vertical curves
Both at horizontal and vertical curves
Correct Answered :
Wrong Answered :
A
Coarse aggregates of size 53 to 22.4 mm
B
Stone screening type of size 13.2 mm
C
Fine grained material passing 0.425 mm sieve size
D
Stone screening type of size 12.5 mm
Fine grained material passing 0.425 mm sieve size
Correct Answered :
Wrong Answered :
A
Girders
B
Wing walls
C
Piers
D
Abutments
A
Tetra-calcium Aluminoferrite
B
Tri-calcium Silicate
C
Di-calcium Silicate
D
Tri-calcium Aluminate
Tri-calcium Aluminate
Correct Answered :
Wrong Answered :
A
57%
B
71%
C
59%
D
67%
A
Q = 0.018 m3/s
B
Q = 0.017 m3/s
C
Q = 20 m/s
D
Q = 10.018 m3/s
A
0.45
B
0.55
C
0.6
D
0.50
A
Kuichling`s Formula
B
Buston`s Formula
C
Hazen-Williams Formula
D
Freeman`s Formula
Hazen-Williams Formula
Correct Answered :
Wrong Answered :
A
Rotationally unstable
B
Rotationally stable
C
Vertically unstable
D
Vertically stable
Rotationally unstable
Correct Answered :
Wrong Answered :
A
Construction monitoring
B
Construction scheduling
C
Construction planning
D
Construction controlling
Construction planning
Correct Answered :
Wrong Answered :
A
100 m
B
50 m
C
140 m
D
120 m
A
0.13 m
B
0.20 m
C
0.33 m
D
0.07 m
A
only linear
B
only rotational
C
only circular
D
both rotational and circular
only rotational
Correct Answered :
Wrong Answered :
A
W/E
B
WL/2
C
WE/L
D
WL/2E
A
1.1
B
2.2
C
1
D
1.6
A
5Bp x 10Bp
B
2.5Bpx 5Bp
C
1.5Bpx 3Bp
D
5Bpx 5Bp
A
64.56 m
B
34.56 m
C
44.56 m
D
54.56 m
A
Stopping Sight Distance
B
Lag Distance
C
Overtaking Sight Distance
D
Sight Distance
A
19 mm
B
20 mm
C
18 mm
D
17 mm
A
Vertical type falls
B
Montague type falls
C
Sarda type falls
D
Inglis type falls
Inglis type falls
Correct Answered :
Wrong Answered :
A
3 days
B
24 to 48 hours
C
14 days
D
7 days
A
10 x 10-3cm/sec
B
5.30 x 10-3cm/sec
C
7.82 x 10-3cm/sec
D
2.15 x 10-3cm/sec
2.15 x 10-3cm/sec
Correct Answered :
Wrong Answered :
A
X-chart
B
P-chart
C
C-chart
D
V-chart
A
vdv+ dp/p = 0
B
dp + d( pv2) =0
C
dv/v + dA/A = 0
D
2v dv+ dp/p = 0
A
Bombay
B
Gujrat
C
Varanasi
D
Chennai
A
Looping error
B
Dangling error
C
Closing error
D
Redundancy error
Redundancy error
Correct Answered :
Wrong Answered :
A
18 W
B
2 W
C
6 W
D
17 W
A
Minimum cost slope and critical
B
Costliest and non-critical
C
Costliest and critical
D
Cheapest and non-critical
Minimum cost slope and critical
Correct Answered :
Wrong Answered :
A
Slump test
B
Kelly ball test
C
Flow table test
D
Vee-bee test
Flow table test
Correct Answered :
Wrong Answered :
A
only bending moment
B
only radial shear
C
only normal thrust
D
normal thrust, radial shear and bending moment
normal thrust, radial shear and bending moment
Correct Answered :
Wrong Answered :
A
French cross staff
B
Adjustable cross staff
C
Optical square
D
Open cross staff
A
Three dimensional flow
B
Two dimensional flow
C
One dimensional flow
D
Rotational flow
Three dimensional flow
Correct Answered :
Wrong Answered :
A
Fx= 96.6 N and Fy= 40 N
B
Fx= 50 N and Fy= 86.6 N
C
Fx= 86.6 N and Fy= 50 N
D
Fx= 40 N and Fy= 96.6 N
Fx= 86.6 N and Fy= 50 N
Correct Answered :
Wrong Answered :
A
Statics
B
Strength of materials
C
Earthquake engineering
D
Dynamics
Strength of materials
Correct Answered :
Wrong Answered :
A
disturbed
B
undisturbed
C
non - representative
D
sandy
A
Barometric levelling
B
Differential levelling
C
Reciprocal leveling
D
Check levelling
Differential levelling
Correct Answered :
Wrong Answered :
A
Output to input
B
Output to effort
C
Load to effort
D
Distance moved by effort to distance moved by load
Output to input
Correct Answered :
Wrong Answered :
A
2380 mm
B
2000 mm
C
2180 mm
D
2200 mm
A
Both Trichloramine and Dichloramine
B
Dichloramine
C
Trichloramine
D
Monochloramine
A
Split tensile strength test
B
Flexural tensile strength test
C
Ultrasonic pulse velocity test
D
Compressive strength test
Ultrasonic pulse velocity test
Correct Answered :
Wrong Answered :
A
a, b, c
B
b, c, d
C
a, b
D
a, b,c ,d
A
depth and velocity
B
depth and discharge
C
width and discharge
D
width and velocity
depth and discharge
Correct Answered :
Wrong Answered :
A
8000 N/m2
B
3924 N/m2
C
7506 N/m2
D
3000 N/m2
A
toughness
B
abrasion
C
hardness
D
weathering
A
Open terrain
B
Drought region
C
Semi-arid region
D
Arid region
Semi-arid region
Correct Answered :
Wrong Answered :
A
s – w
B
(w - s)/2
C
(s – w)/2
D
w – s
A
sub – critical
B
critical
C
dummy
D
analytical
A
0.33
B
0.43
C
0.66
D
0.37
A
Formation width
B
Right of way
C
Roadway width
D
Parking lanes
A
To collect tax on fuel
B
To regulate the road traffic in the form of traffic laws, ordinances and regulations
C
To conduct road investigations
D
To prepare standard specifications and reports
To regulate the road traffic in the form of traffic laws, ordinances and regulations
Correct Answered :
Wrong Answered :
A
Hydrographic Survey
B
Engineering Survey
C
Topographical Survey
D
Cadastral Survey
Cadastral Survey
Correct Answered :
Wrong Answered :
A
Critical Project Management
B
Controlling Planning and Maintenance
C
Critical Path Method
D
Computer Programme Network
Critical Path Method
Correct Answered :
Wrong Answered :
A
Equivalent moisture
B
Soil moisture deficiency
C
Pellicular water
D
Hygroscopic water
Soil moisture deficiency
Correct Answered :
Wrong Answered :
A
lacustrine
B
cumulose soils
C
aeoline deposits
D
colluvial soils
colluvial soils
Correct Answered :
Wrong Answered :
A
Crushing test
B
Sound test
C
Impact test
D
Stripping value test
A
EDM and dumpy level
B
Plane table and theodolite
C
Electronic Theodolite and EDM
D
Plane table and dumpy level
Electronic Theodolite and EDM
Correct Answered :
Wrong Answered :
A
clay with silty sand
B
gravelly soils
C
clayey soils
D
red soils
A
Osmoscope
B
Tintometer
C
Potentiometer
D
Calorimeter
A
0.34% of Gross area of beam
B
4% of gross area of beam
C
0.205% of gross area of beam
D
0.205% of effective area of beam
0.205% of effective area of beam
Correct Answered :
Wrong Answered :
A
Simple cash book
B
Double column cash book
C
Triple column cash book
D
Petty cash book
Double column cash book
Correct Answered :
Wrong Answered :
A
0.23fckBxu
B
0.36fckBxu
C
0.54fckBxu
D
0.67fckBxu
A
Ekdantaya Sreedharan
B
Elattuvalapil Sreedharan
C
Ellilarasanaya Sreedharan
D
Elilvendan Sreedharan
Elattuvalapil Sreedharan
Correct Answered :
Wrong Answered :
A
76.13 m3/sec
B
76.1 m2/sec
C
76 m3/sec
D
70 m3/sec
A
odometer
B
passometer
C
pedometer
D
perambulator
A
Shear modulus
B
Young`s modulus
C
Bulk modulus
D
Factor of safety
Factor of safety
Correct Answered :
Wrong Answered :
A
300 hectares
B
20,0000 hectares
C
10,000 hectares
D
5,000 hectares
10,000 hectares
Correct Answered :
Wrong Answered :
A
41.9 m
B
71.9 m
C
61.9 m
D
51.9 m
A
T shapes
B
Trestle bent
C
Dumb bell type
D
Rectangular
A
8
B
9
C
12
D
7
A
at right angle
B
Parallel
C
at 65 degree angle
D
at 45 degree angle
A
Metre gauge
B
Narrow gauge
C
Standard gauge
D
Broad gauge
A
2%
B
2.5%
C
3%
D
1.5%
A
Indeterminate
B
Determinate
C
Infinity
D
Zero
A
Tensile stress
B
Compressive stress
C
Bearing stress
D
Bending stress
A
800 mm
B
700 mm
C
850 mm
D
750 mm
A
hygroscopic
B
gravitational
C
capillary
D
available
A
resilience
B
force
C
moment
D
torsion
A
0.45%, 1 : 1.5 : 3
B
0.25%, 1 : 2 : 2
C
0.65%, 1 : 3 : 6
D
0.25% ,1 : 2 : 4
0.25%, 1 : 2 : 2
Correct Answered :
Wrong Answered :
A
total
B
free
C
interfering
D
independent
A
Open canal
B
Mobile boundary canal
C
Closed canal
D
Rigid boundary canal
Rigid boundary canal
Correct Answered :
Wrong Answered :
A
High temperature
B
Settlement of tripod due to soft soil
C
Wind associated vibrations
D
Slip
A
lower
B
equal to strain
C
proportional to strain
D
higher
proportional to strain
Correct Answered :
Wrong Answered :
A
Distance and displacement
B
Speed and velocity
C
Displacement and velocity
D
Distance and speed
Displacement and velocity
Correct Answered :
Wrong Answered :
A
grade density of smoke
B
measure CO
C
grade automobile exhaust gas
D
measure SO2
grade density of smoke
Correct Answered :
Wrong Answered :
A
Caution money
B
Bank guarantee
C
Security
D
Earnest money
A
50
B
500
C
1000
D
2000
A
Critical Path method
B
Unit base method
C
Plinth area method
D
Cubical contents method
Critical Path method
Correct Answered :
Wrong Answered :
A
G.I Pipes
B
Polythene Tubes
C
Lead pipes
D
Copper tubing
A
30 cm/sec
B
60 cm/sec
C
100 cm/sec
D
20 cm/sec
A
Girder
B
Decking
C
Snapping
D
Buckling
A
Capital Cost
B
Book Value
C
Market Value
D
Rateable value
A
Pressure will be medium
B
Pressure will be low
C
Discharge will be constant and pressure will be high
D
Discharge will be more
Discharge will be constant and pressure will be high
Correct Answered :
Wrong Answered :
A
Unearthing relics of antiquity
B
Determining points of strategic importance
C
Determining different strata
D
Exploring mineral wealth
Determining different strata
Correct Answered :
Wrong Answered :
A
Pt= 3.H3 .P/2π.Z5
B
W= Cp .γ.B2
C
W= C.γ.B2
D
W= C.γ.B.D
A
Principle of Superposition of forces
B
Resolution of forces
C
Principle of Physical Independence of forces
D
Principle of Transmissibility of forces
Principle of Transmissibility of forces
Correct Answered :
Wrong Answered :
A
Back sight
B
Height of instrument
C
Fore sight
D
Height of station
Height of instrument
Correct Answered :
Wrong Answered :
A
50%
B
30%
C
20%
D
40%
A
flaky aggregates
B
TMT bars
C
stirrups
D
Compression reinforcements
A
12 days
B
7 days
C
6 days
D
9 days
A
L0= 220 ppm
B
L0=195 mg/l
C
L0= 180 ppm
D
L0= 200 mg/l
A
L increases
B
L/D increases
C
D decreases
D
L/D decreases
A
Network Techniques
B
Quality measurement techniques
C
Safety assessment techniques
D
Cost estimation techniques
Network Techniques
Correct Answered :
Wrong Answered :
A
6.6%
B
8.3%
C
3.2%
D
11.6%
A
6
B
4
C
2
D
3
A
Interdependent
B
Interrelated
C
Interdependent and interrelated
D
Interesting
Interdependent and interrelated
Correct Answered :
Wrong Answered :
A
Annual income and sinking fund
B
Annual income and year`s purchase
C
Annual income and interest
D
Annual income and annuity
Annual income and year`s purchase
Correct Answered :
Wrong Answered :
A
Piston
B
Suction
C
Shaft
D
Chamber
A
modular limit
B
flexibility
C
efficiency
D
sensitivity
A
Imposed load
B
Wind load
C
Snow load
D
Live load
A
σ cos2θ
B
σ cos θ
C
σ cos 2θ
D
cos2θ
A
Functional structure
B
Coordinated structure
C
Divisional structure
D
Harmony structure
Functional structure
Correct Answered :
Wrong Answered :
A
four
B
two
C
one
D
three
A
400 mm, 20 mm
B
70 mm, 32 mm
C
100 mm, 50 mm
D
210 mm, 75 mm
A
Cofferdam
B
Soffit
C
Deck
D
Cables
A
Dependent on concrete grade
B
Practically zero
C
Theoretically zero but practically not
D
Non-zero
Practically zero
Correct Answered :
Wrong Answered :
A
28 mm
B
220 mm
C
120 mm
D
54 mm
A
Discharge is constant
B
The canal is lined
C
Silt grade consists of pure sand
D
Silt amount is of the order 500 ppm
The canal is lined
Correct Answered :
Wrong Answered :
A
BM – Zero at supports, SF – Max at supports
B
BM – Max at supports, SF – Zero at supports
C
BM – Max at supports, SF – Max at supports
D
BM – Zero at supports, SF – Zero at supports
BM – Zero at supports, SF – Max at supports
Correct Answered :
Wrong Answered :
A
Steady
B
Minimum
C
Uniform
D
Maximum
A
Design mix is used for M25 and above concrete grades.
B
Concrete is a brittle material.
C
Aggregates are inactive materials that increase the volume of concrete.
D
Nominal mix considers the properties of different materials used.
Nominal mix considers the properties of different materials used.
Correct Answered :
Wrong Answered :
A
Setting line between given lines
B
Prolonging a line
C
Finding intersection of points
D
Measuring only horizontal angles
Measuring only horizontal angles
Correct Answered :
Wrong Answered :
A
60 N/mm2
B
80 N/mm2
C
100 N/mm2
D
75 N/mm2
A
Superelevation
B
Grade compensation
C
Gradient
D
Camber
A
Rapid curing
B
Anionic and cationic
C
Medium curing
D
Slow curing
Anionic and cationic
Correct Answered :
Wrong Answered :
A
Linearly with maximum at the centre to Zero at extreme fibre of the shaft
B
Linearly with zero at the centre to maximum at extreme fibre of the shaft
C
Linear with non-zero at centre and max at the extreme fibre
D
Non-linear with zero at centre and max at the extreme fibre
Linearly with zero at the centre to maximum at extreme fibre of the shaft
Correct Answered :
Wrong Answered :
A
250 m
B
339 m
C
439 m
D
229 m
A
1870 kg at 2.5 mm penetration and 2555 kg at 5.0 mm penetration
B
1370 kg at 2.5 mm penetration and 2055 kg at 5.0 mm penetration
C
1470 kg at 2.5 mm penetration and 2855 kg at 5.0 mm penetration
D
1570 kg at 2.5 mm penetration and 2655 kg at 5.0 mm penetration
1370 kg at 2.5 mm penetration and 2055 kg at 5.0 mm penetration
Correct Answered :
Wrong Answered :
A
L/R = constant
B
L = 2R
C
LR = constant
D
R/L = constant
A
Shallow Surface Drains
B
Open Drains
C
Drains
D
Deep Surface Drains
Shallow Surface Drains
Correct Answered :
Wrong Answered :
A
State Highways and Major District Roads
B
Other District Roads and Village Roads
C
Expressways and National Highways
D
Village roads and Other District Roads
Expressways and National Highways
Correct Answered :
Wrong Answered :
A
dry valley
B
Highway
C
channels
D
streams
A
Steep slope
B
Hillock
C
Valley
D
Pond
A
To decrease frictional torque
B
To increase frictional torque
C
To decrease intensity of pressure
D
To increase intensity of pressure
To decrease intensity of pressure
Correct Answered :
Wrong Answered :
A
0.05
B
0.03
C
0.04
D
0.06
A
1876
B
1854
C
1881
D
1830
A
Torque
B
Kinematics
C
Kinetics
D
Statics
A
T = 2B/K
B
T = B.K
C
T= K/B
D
T = B/K
A
Reduce
B
Symmetrical
C
Unsymmetrical
D
Nearly different
A
7.5 kg, 510 mm
B
4.89 kg, 450 mm
C
9 kg, 900 mm
D
2.5 kg, 310 mm
A
The distance between two outer faces of two-track rails
B
The distance between sleepers.
C
The clear distance between inner faces of two-track rails
D
The distance between inner face of one rail and outer face of another rail of the track
The clear distance between inner faces of two-track rails
Correct Answered :
Wrong Answered :
A
30%
B
33.5%
C
47.5%
D
20%
A
0.67 fck
B
0.45fck
C
0.22fck
D
0.36fck
A
Eccentric
B
Parabolic
C
Concentric
D
Elliptic
A
0.02 mm
B
0.002 mm
C
0.2 mm
D
2 mm
A
Curved
B
Square
C
Parabola
D
Skew
A
40
B
60
C
20
D
25
A
Maintainability
B
Reliability
C
Variables
D
Attributes
A
54.80 m
B
80 m
C
164 m
D
64.68 m
A
contract
B
mutual fund
C
job
D
loan
A
B.O.D
B
Turbidity
C
Threshold Odour Number
D
C.O.D
Threshold Odour Number
Correct Answered :
Wrong Answered :
A
Distance can be estimated by measuring two vertical angles.
B
By moving the stadia wires a constant intercept on the staff can be obtained.
C
Trigonometry is used for measurement of distance.
D
Distance is proportional to the intercepts on a stadia rod.
By moving the stadia wires a constant intercept on the staff can be obtained.
Correct Answered :
Wrong Answered :
A
50%
B
30%
C
80%
D
40%
A
Mumbai metro
B
Chennai metro
C
Delhi metro
D
Kolkata metro
A
Displacement thickness
B
Boundary layer
C
Laminar boundary layer
D
Boundary layer thickness
A
It should be made of some non-absorbent material
B
It provide sufficient water seal with large surface area
C
It should posses self-cleaning property
D
The internal and external surface should be Hard
The internal and external surface should be Hard
Correct Answered :
Wrong Answered :
A
Laminar flow in pipe
B
Laminar directional flow between stationary parallel plates
C
Laminar flow in sperical pipe
D
Laminar flow between concentric rotating cylinders
Laminar flow in pipe
Correct Answered :
Wrong Answered :
A
Cost of appraisal
B
Cost of scrap
C
Internal and external failure cost
D
Cost of prevention
Internal and external failure cost
Correct Answered :
Wrong Answered :
A
(2N-6) right angles
B
(2N-4) right angles
C
(2N-8) right angles
D
(2N-2) right angles
(2N-4) right angles
Correct Answered :
Wrong Answered :
A
strain
B
stress
C
volumetric strain
D
elastic strain
volumetric strain
Correct Answered :
Wrong Answered :
A
Tensile stress
B
Tensile strain
C
Compressive strain
D
Compressive stress
A
L2 t-2T3
B
L-2 t2T1
C
L2 t-2T1
D
L2 t-2T-1
A
isobar
B
isochrones
C
isosceles
D
isohytal
A
Weber number
B
Reyonld`s number
C
Froude number
D
Euler number
A
time of concentration
B
gutter flow time
C
time of equilibrium
D
dispersion factor
time of concentration
Correct Answered :
Wrong Answered :
A
zero disturbed
B
representative
C
zero-representative
D
undisturbed
A
700 mm
B
610 mm
C
800 mm
D
900 mm
A
coarse grained
B
silty
C
clayey
D
organic
A
Ve = V + 1.6 × (T/B)
B
Ve= T + 1.6 × (V/B)
C
Ve= B + 1.6 × (T/V)
D
Ve= V + 1.8 × (T/B)
Ve= V + 1.6 × (T/B)
Correct Answered :
Wrong Answered :
A
The created waves are detrimental to one`s health, and intricate shapes may be easily scanned.
B
Complex shapes can be detected quickly
C
Ultrasonic testing equipment is lightweight and portable.
D
The created waves are detrimental to one`s health.
Ultrasonic testing equipment is lightweight and portable.
Correct Answered :
Wrong Answered :
A
wl
B
wl/2
C
wl/4
D
zero
A
N/mm2
B
N-mm
C
No unit
D
N
A
Q-chart
B
C-chart
C
P-chart
D
Range chart
A
No reinforcement is required
B
Same as area of flexural steel required
C
0.375 times of flexural steel required
D
0.75 times of area of flexural steel required
No reinforcement is required
Correct Answered :
Wrong Answered :
A
footing
B
column
C
bearing walls
D
props
A
N0e -kt
B
CDAp ρv2 /2
C
(fLU2 )/(2gd)
D
V*Ew/Es
A
45oNE
B
45oSE
C
135oSE
D
135oNE
A
P = 0.655 Kh Ƴw H2
B
P = 0.75 Kh Ƴw H2
C
P = 0.5 Kh Ƴw H
D
P = 0.555 Kh Ƴw H2
P = 0.555 Kh Ƴw H2
Correct Answered :
Wrong Answered :
A
0.78
B
0.81
C
0.68
D
0.71
A
70 - 80 %
B
More than 90%
C
85 to 90 %
D
50-60%
A
Open cut
B
Open tunnel
C
Close Conduit
D
Trace cut
A
50-60 dBA
B
25-35 dBA
C
35-45 dBA
D
40-50 dBA
A
Applied Force and Normal Reaction
B
Frictional Force and Normal Reaction
C
Resultant and normal reaction
D
Frictional Force and Resultant
Frictional Force and Normal Reaction
Correct Answered :
Wrong Answered :
A
Canal outlet
B
Level crossings
C
Module
D
Canal inlet
A
Crash time
B
Between normal time and crash time
C
Normal time
D
Optimistic time
Between normal time and crash time
Correct Answered :
Wrong Answered :
A
Triple column cash book
B
Petty cash book
C
Simple cash book
D
Double column cash book
Simple cash book
Correct Answered :
Wrong Answered :
A
Contour map
B
Horizontal equivalent
C
Contour line
D
Contour interval
Contour interval
Correct Answered :
Wrong Answered :
A
13oE
B
77oN
C
23oS
D
13oW
A
EPC contract
B
BOT contract
C
HAM contract
D
Item rate contract
A
Superstructure
B
Sub-structure
C
Adjoining structure
D
Masonry structure
A
799.307
B
799.305 m
C
801.974 m
D
801.976 m
A
Black Soils
B
Dry Soils
C
Red Soils
D
Wet Soils
A
6 to 7 m
B
4.5 to 6 m
C
3 to 3.3 m
D
1.2 to 1.5 m
A
1
B
0.05
C
0.07
D
0.08
A
Radial or star and block pattern
B
Radial or star and grid pattern
C
Hexagonal pattern
D
Rectangle or block pattern
Rectangle or block pattern
Correct Answered :
Wrong Answered :
A
overhanging
B
continuous
C
cantilever
D
simply supported
A
Moisture content
B
Optimum water content
C
Critical water content
D
Zero air void
Optimum water content
Correct Answered :
Wrong Answered :
A
Open tender
B
Lump-sum contract
C
Item rate contract
D
BOT
A
Non meter fall
B
Inglis fall
C
Vertical drop
D
Well type
A
non Stream Function
B
equipotential line
C
non equipotential line
D
stream line
equipotential line
Correct Answered :
Wrong Answered :
A
5000 mm
B
5300 mm
C
5150 mm
D
5075 mm
A
Uniformly graded aggregates
B
Poorly graded aggregates
C
Gap graded aggregates
D
Well graded aggregates
Well graded aggregates
Correct Answered :
Wrong Answered :
A
4.9%
B
1.08%
C
2.7%
D
1.98%
A
F1 = 1.7 to 4.5
B
F1 = 9
C
F1 = 1 to 4
D
F1 = 4.5 to 9
A
The Invitations are being sent
B
The office area is being cleaned
C
Site located
D
Foundation is being laid
A
torsion
B
stresses
C
strains
D
moments
A
4.82 kNm
B
4.57 kNm
C
5.89 kNm
D
5.5 kNm
A
0.55
B
1.15
C
1.40
D
1.05
A
2000 mg/l
B
1000 mg/l
C
200 mg/l
D
500 mg/l
A
Semi elastic in nature
B
Semi-rigid in nature
C
Elastic in nature
D
Rigid in nature
Semi elastic in nature
Correct Answered :
Wrong Answered :
A
Fatigue
B
Stress
C
Creep
D
Toughness
A
SO2and H2O
B
Hydrocarbon(HC) and NItrogen Oxide(NO)
C
Nitrogen oxide combine with atmospheric Oxygen
D
Oxidation of Hydrocarbons
Hydrocarbon(HC) and NItrogen Oxide(NO)
Correct Answered :
Wrong Answered :
A
Longitudinal stress
B
Water hammer pressure
C
The compressive stress of the pipe material
D
Hoop stress in the pipe wall
Hoop stress in the pipe wall
Correct Answered :
Wrong Answered :
A
Force required for torsion is normal to the longitudinal axis and exactly at the centroid.
B
Torsion is the twisting of a structural member subjected to a couple that produces rotation about longitudinal axis
C
It causes rotation of all the fibres about longitudinal axis
D
Radii remain straight after rotation
Force required for torsion is normal to the longitudinal axis and exactly at the centroid.
Correct Answered :
Wrong Answered :
A
t = 3L/C
B
t = 6L/C
C
t = 5L/C
D
t = 2L/C
A
Cubic parabola
B
Elliptical
C
Parabola
D
Square
A
MoL2T-1
B
MoL3T2
C
Dimensionless
D
MoL1T1
A
Used by the crop in transpiration, evaporation and also the quantity of water evaporated from adjacent soil
B
Transpired and evaporated by the crop
C
Evaporated by the crop
D
Transpired by the crop
Used by the crop in transpiration, evaporation and also the quantity of water evaporated from adjacent soil
Correct Answered :
Wrong Answered :
A
Euler`s theory
B
Bernoulli`s Equation
C
Rankine`s Formula
D
Darcy`s formula
Rankine`s Formula
Correct Answered :
Wrong Answered :
A
Iron rakes
B
Improved agonic practice
C
Flushing
D
Excavation
Improved agonic practice
Correct Answered :
Wrong Answered :
A
16 × diameter of main bar
B
450 mm
C
200 mm
D
300 mm
A
Speed of sound in water = 1500 m/s, speed sound methanol = 1700 m/s
B
Speed of sound in water = 1480 m/s, speed sound methanol = 1023 m/s
C
Speed of sound in water = 1800 m/s, speed sound methanol = 1000 m/s
D
Speed of sound in water = 1450 m/s, speed sound methanol = 1340 m/s
Speed of sound in water = 1480 m/s, speed sound methanol = 1023 m/s
Correct Answered :
Wrong Answered :
A
17.8 kN/m3
B
21.6 kN/m3
C
19.8 kN/m3
D
15.6 kN/m3
A
Liquid Limit to less than 70% and Plasticity Index to be less than 15%.
B
Liquid Limit to less than 50% and Plasticity Index to be less than 25.
C
Liquid Limit to less than 60% and Plasticity Index to be less than 2%.
D
Liquid Limit to less than 80% and Plasticity Index to be less than 10.
Liquid Limit to less than 50% and Plasticity Index to be less than 25.
Correct Answered :
Wrong Answered :
A
stiffness
B
force
C
displacement
D
moment of distribution
A
properties
B
dimensions
C
acceleration
D
quantity
A
No treatment is required.
B
Primary treatment such as plain sedimentation should be given to the sewage
C
Treatment such as chemical precipitation are required
D
Complete through treatment should be given to sewage.
No treatment is required.
Correct Answered :
Wrong Answered :
A
14 to 25 cm
B
8 to 12 cm
C
< 8 cm but > 4cm
D
> 25 cm but < 30 cm
A
Surface outlet
B
Outlet drains
C
Bedding
D
French drain
A
41.4 m
B
61.4 m
C
31.4 m
D
51.4 m
A
Normal distribution curve
B
Binomial distribution curve
C
Poisson`s distribution curve
D
Beta distribution curve
Beta distribution curve
Correct Answered :
Wrong Answered :
A
Factory and administration overheads
B
Factory, administration, sales, overheads and profits
C
Factory, administration and sales overheads
D
Factory Overheads
Factory Overheads
Correct Answered :
Wrong Answered :
A
Void ratio
B
Air Content
C
Water Content
D
Porosity
A
Modulus of rigidity
B
Bulk modulus
C
Modulus of elasticity
D
Young`s modulus
A
1 x 10-6 and smaller
B
2 x 10-3 to 1 x 10-4
C
1 x 10-2to 5 x 10-2
D
1.0 and greater
1 x 10-6 and smaller
Correct Answered :
Wrong Answered :
A
4 tonnes
B
3.3 tonnes
C
1 tonnes
D
2.711 tonnes
A
double the height
B
one- half the height
C
one-third the height
D
two-third the height
two-third the height
Correct Answered :
Wrong Answered :
A
adding
B
shrinking
C
compressing
D
wire winding
A
Shear force along the length of the member is zero
B
The beam is bent into a circular arc of radius R
C
The beam is subjected to pure moments or couple
D
Bending moment along the length of the member is zero
Bending moment along the length of the member is zero
Correct Answered :
Wrong Answered :
A
CH/30
B
CH/25
C
CH/100
D
CH*100
A
unequal
B
lesser than
C
greater than
D
equal
A
Vitrified Clay pipes
B
Cost Iron pipes
C
Hume Steel pipes
D
R.C.C pipes
Vitrified Clay pipes
Correct Answered :
Wrong Answered :
A
1.1
B
1.5
C
1.25
D
0.8
A
514 kg
B
343 kg
C
170 kg
D
1029 kg
A
Cable tool drills
B
Light rigs
C
Water jet methods
D
Air pressure drills
Air pressure drills
Correct Answered :
Wrong Answered :
A
Bar Chart
B
PERT
C
ABC analysis
D
CPM
A
Within 24 hours
B
Within 72 hours
C
Within 12 hours
D
Within 7 days
Within 72 hours
Correct Answered :
Wrong Answered :
A
3 points of reference
B
2 points of reference
C
4 points of reference
D
1 point of reference
2 points of reference
Correct Answered :
Wrong Answered :
A
Gifford-Udall system
B
Magnel-Blaton System
C
Lee-McCall system
D
Freyssinet system
Lee-McCall system
Correct Answered :
Wrong Answered :
A
Determine Optimum time
B
Determine the critical path
C
Determine the project completion time
D
Maintain the required network
Maintain the required network
Correct Answered :
Wrong Answered :
A
VG30 and VG20
B
VG40 and VG20
C
VG40 and VG30
D
VG10 and VG40
A
135 l/h/d
B
240 l/h/d
C
260 l/h/d
D
220 l/h/d
A
Defective orientation
B
Inaccurate centering
C
Error of plotting
D
Defective sighting
Error of plotting
Correct Answered :
Wrong Answered :
A
Well foundation
B
Caisson foundation
C
Pile foundation
D
Spread foundation
Spread foundation
Correct Answered :
Wrong Answered :
A
20 to 40 mm
B
50 to 70 mm
C
80 to 150 mm
D
10 to 15 mm
A
Work against up to 200 m
B
Work against up to 15 m
C
Work against up to 40 m
D
Work against up to 100 m
Work against up to 15 m
Correct Answered :
Wrong Answered :
A
26.0/Re
B
28.0/Re
C
30.0/Re
D
24.0/Re
A
SW
B
GP
C
SP
D
GW
A
Ultrasonic testing
B
Compression Testing
C
Eddy current testing
D
Visual testing
Compression Testing
Correct Answered :
Wrong Answered :
A
Geometric increase method
B
Arithmetic increase method
C
Decreasing growth rate method
D
Incremental increase method
Arithmetic increase method
Correct Answered :
Wrong Answered :
A
27oC
B
23oC
C
25oC
D
21oC
A
May or may not depend
B
Does not depend
C
Larger size of aggregate higher will be workability
D
Larger size of aggregate lower will be workability
Larger size of aggregate higher will be workability
Correct Answered :
Wrong Answered :
A
76.363 m
B
763.63 m
C
381.81 m
D
190.90 m
A
2.213 m3/hr
B
3.224 m3/hr
C
1.242 m3/hr
D
5 m3/hr
A
1.24 x 10-4cm/sec
B
1.52 x 10-3cm/sec
C
1.84 x 10-5cm/sec
D
1.10 x 10-2cm/sec
1.52 x 10-3cm/sec
Correct Answered :
Wrong Answered :
A
4% of effective area of beam
B
4% of gross area of beam
C
6% of gross area of beam
D
6% of effective area of beam
4% of gross area of beam
Correct Answered :
Wrong Answered :
A
Descending parcel of heavier air cooler than the surrounding air
B
Warmer air lies over the colder air
C
Warmer air lies below the colder air
D
Rising parcel of air warmer than the surrounding environment
Warmer air lies over the colder air
Correct Answered :
Wrong Answered :
A
Bending stress
B
Eccentricity
C
Combined stress
D
Direct Stress
A
Analysis of process chart
B
Ordering schedule of job
C
Flow of Metals
D
Controlling the inventory costs money
Controlling the inventory costs money
Correct Answered :
Wrong Answered :
A
1 in 600
B
1 in 25000
C
1 in 5000
D
1 in 10000
A
RL of BM -BS+IS
B
RL of BM-BS-IS
C
RL of BM+BS-IS
D
RL of BM+BS+IS
A
Beams, Girders, Arches
B
Piers, Abutments, Wingwalls
C
Approaches, Guard Stones, Bearings
D
Parapet Walls, Foundations, Hand Rails
Approaches, Guard Stones, Bearings
Correct Answered :
Wrong Answered :
A
parabolic, parabolic
B
rectangular, parabolic
C
rectangular, rectangular
D
parabolic, rectangular
parabolic, rectangular
Correct Answered :
Wrong Answered :
A
IRC 75
B
IRC 78
C
IRC 22
D
IRC 21
A
Well graded hard crushed aggregates and adequate proportion of cutback mixed thoroughly in a mixing plant
B
Well graded hard crushed aggregates and adequate proportion of bitumen mixed thoroughly in a mixing plant
C
Well graded hard crushed aggregates and adequate proportion of water mixed thoroughly in a mixing plant
D
Well graded hard crushed aggregates and adequate proportion of emulsion mixed thoroughly in a mixing plant
Well graded hard crushed aggregates and adequate proportion of water mixed thoroughly in a mixing plant
Correct Answered :
Wrong Answered :
A
Telephone expenses
B
Cash receipts
C
Cash payments
D
Depreciation
A
Estimating and costing activities
B
Investment activity
C
Operating activity
D
Financial activity
Estimating and costing activities
Correct Answered :
Wrong Answered :
A
Intermediate Sight Distance
B
Passing Sight Distance
C
Head-light sight distance
D
Safe overtaking Sight distance
Head-light sight distance
Correct Answered :
Wrong Answered :
A
Standard gauge
B
Metre gauge
C
Narrow gauge
D
Broad gauge
A
It reduces the force required
B
t increases the amount of work required
C
It reduces the amount of work required
D
It increases the force required
It reduces the force required
Correct Answered :
Wrong Answered :
A
Forces causing the motion are not considered in kinematics
B
Forces causing the motion are considered in kinematics
C
Kinetics and kinematics are not the branches of dynamics
D
Statics and dynamics are not the branches of rigid body mechanics
Forces causing the motion are not considered in kinematics (
Correct Answered :
Wrong Answered :
A
Used for the repetitive type of project
B
Deterministic in nature
C
One time estimate is made in CPM
D
Event oriented approach
Event oriented approach
Correct Answered :
Wrong Answered :
A
Closing dykes
B
Submerged dykes
C
Attracting groynes
D
Pitched islands
A
81 m
B
91 m
C
78 m
D
98 m
A
L/D > 4
B
L/D < 4
C
L/D > 6
D
L/D = 4
A
42.5
B
50
C
63.5
D
75
A
60 m
B
45 m
C
30 m
D
90 m
A
check
B
tie
C
base
D
proof
A
2.00 cm
B
3.89 cm
C
3.75 cm
D
4.85 cm
A
1/40
B
1/10
C
1/20
D
1/30
A
Preliminary survey
B
Final location and detailed surveys
C
Reconnaissance Survey
D
Map survey
Final location and detailed surveys
Correct Answered :
Wrong Answered :
A
Both steel and concrete strains reach their maximum value at the same time.
B
Steel strain reaches its maximum value earlier than concrete strain.
C
Concrete strain reaches its maximum value earlier than steel strain.
D
Both steel and concrete strains reach their minimum value at the same time.
Both steel and concrete strains reach their maximum value at the same time.
Correct Answered :
Wrong Answered :
A
Low-density region
B
Extremely high-density region
C
High-density region
D
The same quantity of radiation is absorbed and transmitted in low and high density areas
Low-density region
Correct Answered :
Wrong Answered :
A
T shapes
B
Trestle bent
C
Dumb bell type
D
Rectangular
A
800 lt. per Wc and 150 lt. per urinal seat
B
1200 lt. per Wc and 200 lt. per urinal seat
C
900 lt. per Wc and 120 lt. per urinal seat
D
900 lt. per Wc and 180 lt. per urinal seat
900 lt. per Wc and 180 lt. per urinal seat
Correct Answered :
Wrong Answered :
A
Star and Circular Pattern
B
Star and Grid Pattern
C
Rectangular or Block Pattern
D
Star and Block Pattern
Star and Grid Pattern
Correct Answered :
Wrong Answered :
A
10%
B
0.5%
C
1%
D
2%
A
An event
B
Cost
C
Event and activity both
D
An activity
A
Kollam railway station
B
Gorakhpur railway station
C
Kharagpur railway station
D
Delhi railway station
Gorakhpur railway station
Correct Answered :
Wrong Answered :
A
40o21`
B
48o49`
C
139o39`
D
131o11`
A
1.10
B
1.0
C
1.20
D
1.15
A
CPM
B
Bar chart
C
Abacus chart
D
PERT
A
2.25
B
20
C
0.2
D
65
.25 + x =0.45
x = 0.20
20%
Correct Answered :
Wrong Answered :
A
25 to 30 m
B
12 to 20 m
C
20 to 25 m
D
3 to 8 m
A
ABC analysis
B
GOLF analysis
C
FSN analysis
D
PERT analysis
A
addition of solid grains
B
addition of air voids
C
removal of air voids
D
removal of water voids
removal of air voids
Correct Answered :
Wrong Answered :
A
1934
B
1939
C
1947
D
1940
A
To prevent head on collision between vehicles moving in opposite directions on adjacent directions
B
To provide structural stability and support to the edges
C
Act as service lanes
D
To serve as emergency lanes
To prevent head on collision between vehicles moving in opposite directions on adjacent directions
Correct Answered :
Wrong Answered :
A
Pi = 5
B
Pi = 2
C
Pi = 9
D
Pi = 3
A
Triangular
B
Square
C
Trapezoidal
D
Parabolic
A
Detention basins
B
Retarding Reservoir
C
Extending basin
D
Control reservoirs
A reservoir with gate-controlled outlets wherein surface water retained for a considerable time and released for use at the time when normal flow of the stream is insufficient to satisfy the requirements. It is also called as the Retarding Reservoir
Correct Answered :
Wrong Answered :
A
Increase the weight of the dam by 20%
B
Decrease the weight of the dam by 20%
C
Increase the uplift by 20%
D
Decrease the uplift by 10%
Increase the weight of the dam by 20%
Correct Answered :
Wrong Answered :
A
120o
B
240o
C
180o
D
60o
A
10 cm and 3 cm
B
11.7 cm and 1.5 cm
C
10 cm and 2.73 cm
D
10 cm and 2.5 cm
10 cm and 2.5 cm
Correct Answered :
Wrong Answered :
A
0.92 m
B
1.0 m
C
0.82 m
D
0.72 m
A
Equal in all directions
B
Zero at any point
C
Not equal in all directions
D
No changes
Equal in all directions
Correct Answered :
Wrong Answered :
A
Earnest money deposit
B
Extra money deposit
C
Earliest money deposit
D
Essential money deposit
Earnest money deposit
Correct Answered :
Wrong Answered :
A
6 m
B
12 m
C
10 m
D
18 m
The major bridge is one that has a total linear waterway of 18 meters ( 60 ft) or more of which has a clear opening of 12 meters (40 ft) or more.
Correct Answered :
Wrong Answered :
A
sensitivity
B
flexibility
C
proportionality
D
setting
proportionality
Correct Answered :
Wrong Answered :
A
Air Flow
B
Building Flow
C
Submerge Flow
D
Separating the coolant from metal chips in machining operation
Separating the coolant from metal chips in machining operation
Correct Answered :
Wrong Answered :
A
Width of beam
B
Grade of concrete
C
Effective depth of beam
D
Grade of steel
Grade of concrete
Correct Answered :
Wrong Answered :
A
20 to 40 mm
B
90 to 100 mm
C
70 to 80 mm
D
40 to 50 mm
A
14
B
8
C
12
D
10
A
2.5 to 4.5
B
0.5 to 3
C
3 to 5
D
0 to 2
A
Application of the theory of probability to inspect the concrete samples
B
Reducing the cost of removal of defects in concrete
C
Testing of the strength of concrete samples
D
Measuring of risks to prevent the failures in concrete
Application of the theory of probability to inspect the concrete samples
Correct Answered :
Wrong Answered :
A
1.20 m
B
1.00 m
C
1.75 m
D
1.80 m
A
Positive only
B
Negative only
C
Constant
D
Both negative and positive
Both negative and positive
Correct Answered :
Wrong Answered :
A
12.15 N/mm2
B
3.31 N/mm2
C
20 N/mm2
D
28.49 N/mm2
A
Shear stress = 0
B
u= U
C
ð2u/ ðy2 = 0
D
U=0 , V=0
A
total volume
B
weight of voids
C
weight of the solids
D
total weight
weight of the solids
Correct Answered :
Wrong Answered :
A
Axial compression and uniaxial bending
B
Axial tension
C
Triaxial compression
D
Axial compression and biaxial bending
Triaxial compression
Correct Answered :
Wrong Answered :
A
W = 140KN, V = 0.94mm3
B
W = 1408KN, V = 0.094mm3
C
W = 1500N, V = 0.084m3
D
W = 1408N, V = 0.0945m3
W = 1408N, V = 0.0945m3
Correct Answered :
Wrong Answered :
A
Internal shafts for sanitary installations upto 2 sq.m. in area
B
Area of the walls at the floor levels
C
Lift and Wall including landing
D
Area of Cantilevered porch
Area of Cantilevered porch
Correct Answered :
Wrong Answered :
A
T0 = 20 N/m
B
T0= 205 N/m2
C
T0= 105.83 N/m2
D
T0= 100 N/mm2
T0= 105.83 N/m2
Correct Answered :
Wrong Answered :
A
Pedometer
B
Chaining
C
Speedometer
D
Passometer
A
Vadose water
B
Repulsive water
C
Stored water
D
Added water
A
negative
B
zero
C
infinity
D
one
A
Items that have more demand
B
Items not readily available
C
Items that are very significant to inventory control
D
Items that consume less money
Items that are very significant to inventory control
Correct Answered :
Wrong Answered :
A
0.2
B
0.02
C
0.00002
D
0.0002
A
Force
B
Weight
C
Momentum
D
Volume
A
2.5%
B
7.5%
C
10%
D
5%
A
By chemical precipitation
B
By passing chlorine gas along with the compressed air
C
By mean of scrapper mechanism
D
By vaccum floatation method
By passing chlorine gas along with the compressed air
Correct Answered :
Wrong Answered :
A
Two hinged arches
B
Simply Supported beam
C
Three hinged arches
D
Cantilever beam
Two hinged arches
Correct Answered :
Wrong Answered :
A
Method of performing a task
B
Enforces discipline
C
Essence of management
D
Includes the process of test and interview
Method of performing a task
Correct Answered :
Wrong Answered :
A
Deflection criteria
B
Shear force
C
Bending moment
D
Cracking
Deflection criteria
Correct Answered :
Wrong Answered :
A
10m, 12m/s2
B
10m, -12m/s2
C
-10m, 12m/s2
D
-10m, -12m/s2
A
Sub-critical type
B
Degrading type
C
Meandering type
D
Aggrading type
A
200 m
B
3 m
C
203 m
D
303 m
A
Hardness only
B
Toughness only
C
Resistance to weathering action
D
Toughness and Hardness
Toughness and Hardness
Correct Answered :
Wrong Answered :
A
Coarse aggregates, screenings and binding material
B
Coarse aggregates, emulsion, cutback, screenings and binding material
C
Coarse aggregates, tar and binding material
D
Bitumen, tar and binding material
Coarse aggregates, screenings and binding material
Correct Answered :
Wrong Answered :
A
3
B
15
C
5
D
10
A
1.9 x109 m
B
186.65 m
C
100 m
D
286.65 m
A
Line of piezometric head
B
Line of equilibrium
C
Streamlines
D
Equipotential line
Line of piezometric head
Correct Answered :
Wrong Answered :
A
1987
B
1986
C
1984
D
1985
A
30, 75
B
75, 150
C
300, 750
D
100, 300
A
Limits driven by the natural variability of the process
B
Statistical limits
C
Limits defined by customers
D
Limits driven by the inherent variability of the process
Limits driven by the natural variability of the process
Correct Answered :
Wrong Answered :
A
0.8 m
B
1.1 m
C
1 m
D
0.9 m
A
The station occupied by the plane table lies within the triangle formed by the three points
B
The station occupied by the plane table lies on the circle passing through the three points
C
The station occupied by the plane table lies near the circle passing through the three points
D
The angle subtended by the two lines obtained by joining the three points is very small
The station occupied by the plane table lies within the triangle formed by the three points
Correct Answered :
Wrong Answered :
A
v sqrt 2 / g sqrt y
B
m / sqrt of gy
C
v sqrt 2 / sqrt gy
D
v / sqrt 2gy
v sqrt 2 / sqrt gy
Correct Answered :
Wrong Answered :
A
Shear Stress
B
Longitudinal Stress
C
Bending Stress
D
Hoop Stress
A
2
B
4
C
3
D
5
A
Vertical cracks
B
Spiral cracks
C
Diagonal cracks
D
Inclined cracks
A
240 kN/m2
B
320 kN/m2
C
180 kN/m2
D
120 kN/2
A
ten
B
five
C
two
D
three
A
Determining boundaries of fields
B
Determining quantities
C
Determining natural features of a country
D
Laying out plots
Determining boundaries of fields
Correct Answered :
Wrong Answered :
A
Marshalling Yards
B
Goods Yards
C
Locomotive Yards
D
Station Yards
Marshalling Yards
Correct Answered :
Wrong Answered :
A
Resource Calculation
B
Quality measurement
C
Safety Assessment
D
Project Network Diagram
Project Network Diagram
Correct Answered :
Wrong Answered :
A
5
B
2
C
3
D
4
A
Pressure density
B
Normal pressure
C
Centre of pressure
D
Total pressure
A
Slab culvert
B
Box culvert
C
Through culvert
D
Pipe culvert
Through culvert
Correct Answered :
Wrong Answered :
A
180.73 kN
B
577.143 kN
C
500.3 kN
D
126.33 kN
A
sanitary fittings
B
chambers
C
trap
D
pipes
A
Private house or buildings
B
Cinema hall, restaurant, municipal toilets
C
Specially used in ladies toilets
D
Handicapped and specially challenged people
Cinema hall, restaurant, municipal toilets
Correct Answered :
Wrong Answered :
A
1.5 foot
B
0.5 foot
C
0.75 foot
D
1.0 foot
A
M25
B
M40
C
M20
D
M30
A
0.002
B
0.004
C
0.04
D
0.02
A
14 days
B
7 days
C
3 days
D
24 hours
A
Only long
B
Only short
C
Both long and short
D
Stub
Both long and short
Correct Answered :
Wrong Answered :
A
12 m
B
13 m
C
22 m
D
less than 4 m
A
7.5 m
B
7.0 m
C
3.75 m
D
5.5 m
A
1.5 kNm
B
1.125 Nm
C
-1.125 Nm
D
-1.875 Nm
A
q = k / i A
B
q = k i A2
C
q= k i A
D
q= i / k A
A
0o at NS and 180o at EW
B
0 o at NS and 90o at EW
C
0o at EW and 180o at NS
D
0 o at EW and 90o at NS
0o at NS and 90o at EW
Correct Answered :
Wrong Answered :
A
½
B
2/3
C
1/3
D
3/2
A
Break down storage
B
Balancing storage
C
Head Loss due to friction
D
Storage and distribution Reserviors
Storage and distribution Reserviors
Correct Answered :
Wrong Answered :
A
40 dB
B
90 dB
C
20 dB
D
70 dB
A
Clay
B
Moorum
C
Gravel
D
Broken stone
A
2403.89 kN
B
3977.44 kN
C
2576.12 kN
D
2067.97 kN
A
Optimum Measure Content of soil and Maximum Dry Density
B
Optimum Moisture Content and Maximum Dry Density
C
Optimum Mineral Content and Maximum Dry Density
D
Optimum and Maximum Content of soil and Maximum Dry Density
Optimum Moisture Content and Maximum Dry Density
Correct Answered :
Wrong Answered :
A
Sight distance
B
Pavement thickness
C
Super elevation
D
Transition curves
Pavement thickness
Correct Answered :
Wrong Answered :
A
Decreases
B
Remain constant
C
Increases
D
Become zero
A
Specific retention
B
Specific yield
C
Storage coefficient
D
Coefficient of transmissibility
A
iv = ii < iii < i
B
i < ii < iii < iv
C
i < iv < ii < iii
D
iv = i < iii < ii
iv = ii < iii < i
Correct Answered :
Wrong Answered :
A
1.0 m
B
1.676 m
C
0.610 m
D
1.762 m
A
Determining the softening point of Bitumen
B
Grading the Bitumen
C
Determining the elastic property of Bitumen
D
Determining the ductility of Bitumen
Grading the Bitumen
Correct Answered :
Wrong Answered :
A
7.4 kN/m2
B
12.0 kN/m2
C
9.0 kN/m2
D
11.4 kN/m2
A
Zero stresses
B
Large stresses
C
Small stresses
D
No effect
A
40 mm
B
25 mm
C
6 mm
D
12 mm
A
Scouring rivers
B
Rivers in regime
C
Meandering rivers
D
Silting rivers
A
50000 N/mm2
B
5000 N/mm2
C
50 N/mm2
D
500 N/mm2
A
2.5%
B
1.7%
C
2%
D
3%
A
Turbidity rod
B
Broken Capillary thermometer
C
Jackson`s Turbidimeter
D
Baylis Turbidimeter
Jackson`s Turbidimeter
Correct Answered :
Wrong Answered :