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

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

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

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

A

Area of the country/75

B

Area of the country/40

C

Area of the country/25

D

Area of the country/50

A

Area on a vertical plane

B

Area on a curved plane

C

Area on a horizontal plane

D

Area on an inclined plane

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.

A

Long range issues

B

Short range issues

C

Shareholder issues

D

Strategic issues

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

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

A

Volume

B

Specific gravity

C

Viscosity

D

Specific weight

A

Rolling average method

B

Weighted average moving method

C

Exponential smoothing method

D

Critical path method

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)

A

Royapuram

B

Khopoli

C

Bengaluru

D

Perambur

A

Orographic precipitation

B

Convective precipitation

C

Frontal precipitation

D

Cyclonic precipitation

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

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

A

Angle of repose

B

Cone of friction

C

Angle of friction

D

Coefficient of friction

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

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

A

20-30%

B

17-25%

C

60-67%

D

12-20%

A

Chemical water

B

Gravity water

C

Hydroscopic water

D

Capillary water

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

A

Executive managers

B

Second level managers

C

First level managers

D

Middle managers

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

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

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

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

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

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

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

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

A

Equal to width of rail head

B

Always greater than flangeway clearance

C

Always less than flangeway clearance

D

Equal to flangeway clearance

A

No such restrictions

B

Lower level to higher leve

C

Higher level to lower level

D

Lower level to lower level

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

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

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

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

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

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

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

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

A

Varies discharge

B

Maintains high discharge

C

Maintains low discharge

D

Maintains constant discharge

A

Fixing boundaries

B

Preparation of plan or map

C

Measurement of angles

D

Levelling

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

A

Degrading river

B

Stable river

C

Aggrading river

D

Braided river

A

Kinematic viscosity

B

Specific volume

C

Specific gravity

D

Viscosity

A

Parabolic in tension area

B

Parabolic

C

Parabolic only in compression area

D

Linear

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

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

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

A

Inland navigation

B

Water logging

C

Breeding of mosquitos

D

Ecological imbalance

A

Curve widening

B

Off Tracking

C

Super elevation

D

Set Back Distance

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

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

A

Dots

B

Vertical lines

C

Crosses

D

Horizontal lines

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

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

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

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

A

Intermediate town

B

Religious places, very costly structures, unsuitable land

C

Nearby stone quarry

D

Tourist centers

A

A tall chimney exposed to wind

B

Pipe Flow

C

Fluid

D

River

A

Zero bending moment point

B

Critical point

C

Point of inflection

D

Point of Contra flexure

A

Aerial survey

B

Geographical survey

C

Location survey

D

Geological survey

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

A

Eccentricity of pre-stressing cable

B

Static modulus of elasticity of concrete

C

Shrinkage strain

D

Shrinkage ratio

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

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

A

Normal traffic growth

B

Generated traffic growth

C

Development traffic

D

Current traffic

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

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

A

At 45 degree to contour lines

B

Parallel to contour lines

C

Perpendicular to counter lines

D

Along the contour lines

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

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

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

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

A

Profiling of earth features

B

Reservoir capacity estimation

C

Determining invisibility between stations

D

Location of watershed line

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

A

Post tensioned with bundled wires

B

Pre tensioned beam

C

Post tensioned with unbundled wires

D

Data insufficient

A

tangential

B

nominal

C

oblique

D

principal

A

Same level

B

Pressure change

C

Different level

D

Velocity change

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

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

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

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

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

A

= CsQs / Qs+Qr

B

= CsQs+CrQr / QsQr+CrQ

C

= CsQs+CrQr / Qs+Qr

D

= CsQs / QsQr+CrQr

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.

A

Special Data Book

B

Special Data Record

C

Standard Data Book

D

Specific Data Record

A

Plane table survey

B

Tacheometry survey

C

Compass survey

D

Chain Survey

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

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

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

A

Riding overlay over flexible pavement

B

Flexible pavement

C

Bituminous overlay over cement concrete surface

D

Rigid pavement

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

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

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

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

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

65

B

24

C

69

D

55

A

Vapour pressure

B

Surface tension

C

Cavitation

D

Capillarity

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

A

Proof of fitness of product

B

Inspection of quality of product

C

Quality conformance

D

Customer satisfaction

A

good

B

very good

C

poor

D

indifferent

A

Revised estimate

B

Item rate estimate

C

Supplementary estimate

D

Plinth area estimate

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

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

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

both vector and scalar

B

only vector

C

only scalar

D

neither scalar nor vector