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
IS: 2065–1983
Correct Answered :
Wrong Answered :
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
Lord Dalhousie
Correct Answered :
Wrong Answered :
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
Froude Number
Correct Answered :
Wrong Answered :
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
IS 1343:1980
Correct Answered :
Wrong Answered :
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
Weber number
Correct Answered :
Wrong Answered :
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
16 April 1853
Correct Answered :
Wrong Answered :
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
total volume
Correct Answered :
Wrong Answered :
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
3 mm to 4 mm
Correct Answered :
Wrong Answered :
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
IS 1172: 1993
Correct Answered :
Wrong Answered :
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
Braided river
Correct Answered :
Wrong Answered :
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
Contour line
Correct Answered :
Wrong Answered :
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
CIR = Cu - Re
Correct Answered :
Wrong Answered :
A
Spiral angle/4 (B)
B
Spiral angle/3
C
Spiral angle
D
Spiral angle/2
Spiral angle/3
Correct Answered :
Wrong Answered :
A
Calibrating container
B
Proctor mould
C
Metal tray with central hole
D
Sand pouring cylinder
Proctor mould
Correct Answered :
Wrong Answered :
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
Olfactometer
Correct Answered :
Wrong Answered :
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%
less than 50%
Correct Answered :
Wrong Answered :
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
Critical depth
Correct Answered :
Wrong Answered :
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
Laminar flow
Correct Answered :
Wrong Answered :
A
Prevention cost
B
External failure cost
C
Internal failure cost
D
Appraisal cost
Appraisal cost
Correct Answered :
Wrong Answered :
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
Transit method
Correct Answered :
Wrong Answered :
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
Vinsol Resin
Correct Answered :
Wrong Answered :
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
EPC contract
Correct Answered :
Wrong Answered :
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
Land surveys
Correct Answered :
Wrong Answered :
A
Circular
B
Triangular
C
Trapezoidal
D
Rectangular
A
Cross regulator
B
Canal escapes
C
Vertical falls
D
Canal outlets
Vertical falls
Correct Answered :
Wrong Answered :
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
Secunderabad
Correct Answered :
Wrong Answered :
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
putrefaction
Correct Answered :
Wrong Answered :
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
Scrap, $2,500
Correct Answered :
Wrong Answered :
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
Lateral strain
Correct Answered :
Wrong Answered :
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
Lord Hardinge
Correct Answered :
Wrong Answered :
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
Vee-Bee test
Correct Answered :
Wrong Answered :
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
perpendicular
Correct Answered :
Wrong Answered :
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
Off take point
Correct Answered :
Wrong Answered :
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
Re-oxygenation
Correct Answered :
Wrong Answered :
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
Revenue chain
Correct Answered :
Wrong Answered :
A
Tensile strain
B
Shear strain
C
Volumetric strain
D
Compressive strain
Shear strain
Correct Answered :
Wrong Answered :
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
2000 and 4000
Correct Answered :
Wrong Answered :
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
supercritical
Correct Answered :
Wrong Answered :
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
Neutral axis
Correct Answered :
Wrong Answered :
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
Project being
Correct Answered :
Wrong Answered :
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
Ground water
Correct Answered :
Wrong Answered :
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
uf = 2.28 m/s
Correct Answered :
Wrong Answered :
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
Normal groyne
Correct Answered :
Wrong Answered :
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
Lord Dalhousie
Correct Answered :
Wrong Answered :
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
70 g/cm square
Correct Answered :
Wrong Answered :
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
Above 20 sec
Correct Answered :
Wrong Answered :
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
Clayey soils
Correct Answered :
Wrong Answered :
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
Pension plan
Correct Answered :
Wrong Answered :
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
Design period
Correct Answered :
Wrong Answered :
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
σ = (p*d)/2t
Correct Answered :
Wrong Answered :
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
Visual testing
Correct Answered :
Wrong Answered :
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
FTMN Analysis
Correct Answered :
Wrong Answered :
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%
less than 10%
Correct Answered :
Wrong Answered :
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 :