Far Western University, Faculty of Engineering, MSc CPM Entrance Examination 2080.
This is the entrance examination paper, time is 2 hours and full marks is 100. Each question carries 1 mark.
Subject: Construction Project Management
Objective questions with their solutions asked in the MSc CPM Entrance Examination 2080.
A) 24
B) 40
C) 96
D) 150
A) 21%
B) 42%
C) 84%
D) 96%
A) 1.5
B) 2.5
C) 3
D) 4
A) 24,025 mm²
B) 22,725 mm²
C) 24,000 mm²
D) 24,075 mm²
A) 6
B) 9
C) 15
D) 24
A) 16
B) 64
C) 96
D) 128
A) 40º
B) 50º
C) 60º
D) 70º
A) 4
B) 3
C) 2
D) 1
A) 20
B) 40
C) 60
D) 80
A) \(2\pi\)
B) \(\pi\)
C) \(\pi^2\)
D) \(\sqrt{\pi}\)
A) b⁄a = 2
B) a⁄b = 2
C) a = b
D) a = -b
A) \(l^2 + m^2 - n^2 = 0\)
B) \(lmn = 1\)
C) \(l^2 + m^2 + n^2 = 1\)
D) \(l^2 m^2 + n^2 = 1\)
A) Circle
B) Straight line
C) Parabola
D) None of these
A) 40%
B) 35%
C) 30%
D) 25%
A) \( y \cos x = \sin x + c \)
B) \( y \sin x = \cos x + c \)
C) \( y \sin x = \sin x + c \)
D) \( y \cos x = -\sin x + c \)
A) 40
B) 48
C) 60
D) 64
A) 50
B) 100
C) 150
D) 200
A) \( \begin{bmatrix}d & -b\\ -c & a\end{bmatrix} \)
B) \( \begin{bmatrix}-d & b\\ c & -a\end{bmatrix} \)
C) \( \begin{bmatrix}a & c\\ b & d\end{bmatrix} \)
D) \( \begin{bmatrix}-a & -b\\ -c & -d\end{bmatrix} \)
A) 6
B) 2/3
C) 4/3
D) 8/9
A) \( \frac{b+c}{2} \)
B) \( \sqrt{bc} \)
C) \( \frac{b-c}{2} \)
D) None of these
A) 10/x
B) 100/x
C) 1000/x
D) x/10
A) 47
B) 48
C) 49
D) 50
A) 5
B) 10
C) 25
D) 100
A) 1/56
B) 1/48
C) 1/8
D) 3/8
A) 1.75
B) 3.5
C) 7
D) 8
A) Intersection
B) Radiation
C) Resection
D) Traversing
A) 25°00’
B) 95°00’
C) 148°00’
D) 190°00’
A) 3°
B) 87°
C) 93°
D) 273°
A) Bowditch’s rule
B) Transit rule
C) Empirical rule
D) None of these
A) 99.345 m
B) 100.345 m
C) 100.655 m
D) 101.870 m
A) Foresight
B) Intermediate sight
C) Backsight
D) Any sight
A) Collimation error
B) Error due to earth’s curvature
C) Error due to atmospheric refraction
D) All of these
A) Sedimentary rocks
B) Igneous rocks
C) Metamorphic rocks
D) None of these
A) Igneous rock
B) Sedimentary rock
C) Metamorphic rock
D) Volcanic rock
A) Petroleum
B) Spirit
C) Coaltar
D) Turpentine
A) Hard
B) Soft
C) Light
D) Heavy
A) Lime
B) Lime putty
C) Cement wash
D) Chalk
A) Enamel paint
B) Aluminum paint
C) Asbestos paint
D) Cement paint
A) Top face
B) Bottom face
C) Longer face
D) Shorter face
A) Basalt
B) Slate
C) Limestone
D) Sandstone
A) Strength
B) Durability
C) Workability
D) Water content
A) Meter
B) Square meter
C) Cubic meter
D) None of these
A) 0.62 kg
B) 0.89 kg
C) 1.58 kg
D) 2.35 kg
A) Estimation
B) Valuation
C) Pricing
D) Costing
A) 2,400 kg
B) 4,600 kg
C) 7,850 kg
D) 10,000 kg
A) B + d + Sd
B) Bd + Sd^2
C) Bxd - Sd^2
D) (Bd + Sd^2)/2
A) Sand
B) Silt
C) Clay
D) None of these
A) Sandy soil
B) Silty soil
C) Gravel soil
D) Clay soil
A) Moisture content
B) Permeability
C) Capillarity
D) None of these
A) Sands
B) Gravels
C) Clays
D) Highly organic soils
A) Tan (45°-θ)
B) Tan² (45°+θ)
C) Tan² (45°-θ)
D) Tan (45°+θ)
A) Bulldozer
B) Clam shell
C) Scraper
D) Dump truck
A) Event
B) Free float
C) Dummy
D) None of these
A) FF = EFj – ESi – D
B) FF = ESj – ESi – D
C) FF = EFi – ESi + D
D) FF = EFj – ESi + D
A) tE = (tO + 4tL + tP)/6
B) tE = (tO + 4tP + tL)/6
C) tE = (tO + tP + 4tL)/6
D) tE = (tP + 4tO + tL)/6
A) Shortest path for the earliest completion of the project
B) Longest path of the network for the earliest completion of the project
C) Ideal path for the earliest completion of the project
D) None of the above
A) Optimistic time
B) Pessimistic time
C) Most likely time
D) All of these
A) Scope
B) Resources
C) Team
D) Budget
A) Quality assurance
B) Quality planning
C) Quality control
D) Quality audit
A) Mega projects
B) Large projects
C) Medium projects
D) Small projects
A) Conditions of contract
B) Bill of quantities
C) Valid agreement
D) Specification
A) Chairperson of District Coordination Office
B) Chief District Officer
C) Chief Executive Officer
D) Chief Communication Officer
A) Vicarious liability
B) Negligence
C) Tort
D) None of these
A) Engineering
B) Law
C) Medicine
D) Teaching
A) Engineering values
B) Engineering conduct
C) Engineering ethics
D) Engineering principles
A) Ethical
B) Emotional
C) Responsible
D) Intellectual
A) Mediation
B) Adjudication
C) Litigation
D) All of these
A) Perfect competition
B) Oligopoly
C) Monopoly
D) None of these
A) Infinite cost
B) Life cycle cost
C) Life cost
D) Project cost
A) Acid test ratio
B) Liquidity ratio
C) Current ratio
D) Debt ratio
A) Equivalent revenue
B) Marginal revenue
C) Average revenue
D) None of these
A) Annuity
B) Amortization
C) Depreciation
D) Bond
A) Work charged establishment
B) Overhead cost
C) Supervision cost
D) Contingency
A) Simple interest
B) Interest
C) Rate of interest
D) Principal
A) (1 + i/n)
B) (1 + i/m)
C) (1 + m)
D) (1 + n)
A) 1/250 of the span
B) 1/300 of the span
C) 10 mm
D) 25 mm
A) Q = S + F
B) Q = S – F
C) Q = F – S
D) Q = F × S
A) d/m
B) dr/(1 + r)
C) md/(1 + m)
D) mrd/(1 + r)
A) Modulus of elasticity
B) Modulus of rigidity
C) Poisson’s ratio
D) Bulk modulus
A) 8 mm
B) 10 mm
C) 12 mm
D) 16 mm
A) Compressive stress
B) Shearing stress
C) Working stress
D) Tensile stress
A) 100°C to 120°C
B) 120°C to 140°C
C) 140°C to 160°C
D) 150°C to 170°C
A) Stone dust
B) Sand
C) Brick dust
D) Cement
A) Retaining wall
B) Breast wall
C) Parapet wall
D) None of these
A) Valley curve
B) Sag curve
C) Summit curve
D) None of these
A) Positive grade
B) Negative grade
C) Grade
D) Gradient
A) T = R sin Δ
B) T = R tan Δ
C) T = R sin Δ/2
D) T = R tan Δ/2
A) Formation width
B) Right of way
C) Carriage way
D) Roadway
A) Hyetograph
B) Unit hydrograph
C) Normal hydrograph
D) Crest method
A) Its intensity
B) Its duration
C) Its frequency
D) All of these
A) Well
B) Springs
C) Artesian well
D) Rain
A) 15 mm
B) 20 mm
C) 25 mm
D) 30 mm
A) Flood wall
B) River wall
C) Dyke
D) None of these
A) To reduce pressure
B) At low points
C) Upstream of sluice
D) All of these
A) Change of diameter
B) Junction
C) Bend
D) All of these
A) Permanent hardness
B) Temporary hardness
C) Alkalinity
D) Acidity
