1. Which one of the following represents an activity
a) excavation for foundation
b) curing of concrete
c) preparation of breakfast
d) all the above.
a) excavation for foundation
b) curing of concrete
c) preparation of breakfast
d) all the above.
a) An activity of a project is denoted by an arrow on the net work
b) The tail of the arrow indicates the start of the activity
c) The head of the arrow indicates the end of the activity
d) The arrows are drawn to scale from left to right
a) Event flow scheduling technique
b) Critical ratio scheduling
c) Slotting technique for scheduling
d) Short interval scheduling.
a) 1910
b) 1920
c) 1930
d) 1940
a) line organisation
b) line and staff organisation
c) functional organisation
d) effective organisation.
a)
b)
c)
d)
a) activity of an excavation of a footing
b) activity of an excavation which starts at event No. 1 and ends at even No. 2
c) activity of excavation which takes 8 units of time
d) none of these.
a) Digging of foundation started
b) Digging of foundation completed
c) Laying of concrete started
d) All the above.
a) EF = ES + D
b) LS = LF - D
c) LF = LS + D
d) all the above.
a) Assistant Engineer
b) Executive Engineer
c) Superintending Engineer
d) Chief Engineer.
a) Dummy
b) Event
c) Activity
d) Contract.
a) If the float is positive and the activity is delayed by a period equal to its total float, the completion of project is not delayed
b) If the float of an activity is negative, delay in its performance is bound to delay the completion of project
c) If the float of an activity is zero, the activity is critical and any delay in its performance will delay the whole project
d) All the above.
a) shows the interdependencies of various jobs
b) depicts the delay of jobs, if any
c) points outgoing ahead of schedule of jobs, if any
d) none of these.
a) Event
b) Node
c) Connector
d) All the above.
a) is artificially introduced
b) is represented by a dotted line
c) does not consume time
d) all the above.
a) line organisation
b) line and staff organisation
c) functional organisation
d) none of these.
a) The activity is the time consuming part of a project
b) The beginning and end of a job, are called events
c) The activity which consumes maximum time, is called a node
d) None of these.
a) vertical lines
b) horizontal lines
c) dots
d) crosses.
a) Bar chart
b) Gantt chart
c) Modified Mile stone chart
d) All the above.
a) to concentrate his attention on critical activities
b) to divert the resources from non-critical advanced activities to critical activities
c) to be cautious for avoiding any delay in the critical activities to avoid delay of the whole project
d) all the above.
a)
b)
c)
d)
a) duration
b) total flat
c) free float
d) interfering float.
a) event
b) free float
c) dummy
d) constant
a) 1880
b) 1900
c) 1920
d) 1940
a) line organisation
b) line and staff organisation
c) functional organisation
d) effective organisation.
a) event
b) float
c) duration
d) constraint.
a) preparation of specifications
b) preparation of estimates
c) taking remedial action for likely bottleneck in the execution
d) all the above.
a) strict adherence to specifications
b) separation of planning and design part
c) each individual maintains functional efficiency
d) all the above.
a) is an improvement upon bar chart method
b) provides a realistic approach to daily problems
c) was invented by Morgan R. Walker of Dupot and James E. Kalley or Remington U.S.A. in 1957
d) All the above.
a) synthesising in concepts
b) is built of activities oriented programme
c) is based on time estimate
d) all the above.
a) positive
b) negative
c) zero
d) same.
a) an engineer
b) an architect
c) an owner
d) all the above.
a)
b)
c)
d)
a) number of operations
b) output of labour
c) output of machinery
d) all the above.
a) instructions by the executive engineers
b) construction measurements
c) issue of store equipments
d) names of the casual labour.
a) Rs. 25,000
b) Rs. 50,000
c) Rs. 100,000
d) Rs. 200,000
a) unity of command
b) effective control at all levels
c) delegation of authority
d) all the above.
a) event
b) dummy
c) duration
d) float.
a) CPA (Critical Path Analysis)
b) CPP (Critical Path Plotted)
c) MCE (Minimum Cost Expenditure)
d) All the above.
a) normal time
b) slow time
c) crash time
d) standard time.
a) started 5 days later
b) completed 5 days later
c) performed at slower rate in 15 days
d) all the above.
a) projects
b) major projects
c) minor projects
d) all the above.
a) establishes the relative priorities among various activities on a common basis
b) determines the status of each activity
c) adjusts automatically changes in activity progress
d) none of these.
a) minor works
b) major works
c) large projects
d) all the Above.
a) Bar chart method
b) Milestone chart
c) Critical path method (CPM)
d) Programme Evaluation and Review Technique (PERT)
a) LST-EST
b) LFT-EFT
c) TL-EFT
d) all the above.
a) Executive Engineer
b) Engineer
c) Junior Engineer
d) Sub overseer
a) planning
b) designing
c) execution
d) all the above.
a) CPM analysis is activity oriented
b) PERT analysis is event oriented
c) CPM does not make any allowance for the uncertainties in the duration of time
d) All the above.
a) (t1 - t2 ) - t
b) t - (t1 - t2 )
c) (t1 + t2 ) - t
d) t + (t1 - t2 )
a) Earliest expected time is denoted by TE
b) Latest occurrence time is denoted by TL
c) Latest occurrence time is taken as contractual obligation time
d) All the above.
a) 1
b) 2
c) 3
d) 4
a) a person
b) a firm
c) an agency
d) all the above.
a) light construction
b) heavy construction
c) industrial construction
d) none of these.
a) Optimistic time estimate refers to activities
b) Pessimistic time estimate refers to activities
c) Most likely time estimate refers to activities
d) All the above.
a) maximum float
b) minimum float
c) zero float
d) none of these.
a) rigid structure
b) extraordinary delay in communications
c) top level executions over work
d) all the above.
a) The difference of latest occurence time and earliest expected time, is called slack
b) The activities connecting the events having zero slack, lie on the critical path
c) The critical path consumes the maximum time
d) All the above.
a) acquisition of land
b) selection of site
c) formalisation of designs and preparation of estimate
d) all the above.
a) departmental representative or user
b) local civil authority representative
c) representative of engineer authority
d) all the above.
a) The duration between the earliest start time of the preceding event and latest finish time of the succeeding event, is called 'float'
b) The duration of time by which an activity can be delayed without affecting the succeeding activity, is called free float
c) The float which affects neither the processor nor the successor activities, is called independent float
d) All the above.
a) preparation of estimate
b) survey of the site
c) initiation of proposal
d) preparation of tender
a) an analytic in concept
b) limited of event oriented diagrams
c) based on three time estimates for activities linking up two events
d) all the above.
a) light construction
b) heavy construction
c) industrial construction
d) private construction.
a) effective command and control
b) defined responsibilities at all levels
c) rigid discipline in the organisation
d) all the above.
a) optimistic time
b) pessimistic time
most likely timed) all the above.
a) minimum time
b) maximum time
c) maximum cost
d) minimum cost.
a) emphasis is given to activities
b) uncertainties are not allowed
c) beginning and end of an activity, are denoted by nodes
d) all the above.
a) 100% at the site
b) 67% at the site and 33% under procurement
c) 50% at the site and 50% under procurement
d) none of these.
a) light construction
b) heavy construction
c) industrial construction
d) electrical construction.
a) a circle
b) a square
c) an ellipse
d) all the above.
a) The difference between the earliest start time and latest finish time of any activity, is the maximum time available for the activity
b) The difference between the maximum time available for the job and actual time it consumes, is called total float
c) The difference between the latest start time and earliest start time of an activity, is called total float
d) None of these.
a) a project is divided into various activities
b) required time for each activity is established
c) sequence of various activities is made according to their importance
d) All the above.
a) Earliest occurrence time of the event from which the activity arrow' originates, is called earliest start time of the activity
b) Earliest occurrence time of the event from which the activity arrow originates plus the duration of the activity, is called earliest finish time of the activity
c) The latest occurrence time of the node of which the activity arrow terminates minus the duration of the activity, is called latest start time
d) All the above.
a) Forward pass is used for calculating earliest expected time
b) Backward pass is used for calculating the latest occurence time
c) Maximum value of earliest expected time is used if there are more than one value of any event
d) All the above.
a) concrete cured
b) fixing of door
c) plastering of walls
d) all the above.
a) The various functions under each activity, are shown by one bar on Bar Charts
b) Bar chart establishes the interdependency of one event on another
c) Only approximate percentage of the completed work is reported
d) None of these,
a) 1-2 is 4
b) 2-3 is 7
c) 3-4 is 8
d) all the above.
a) having a single lump, are called uninodal curves
b) if symmetrical, are called normal curves
c) if not symmetrical, are called skew curves
d) all the above.
a) Programme Evaluation and Review Technique, is event oriented
b) Programme Evaluation and Review Technique is not event oriented
c) Critical Path Method is event oriented
d) Critical Path method is event oriented.
a) 19
b) 14
c) 24
d) None of these.
a) 20
b) 25
c) 35
d) 15
a) site survey
b) availability of construction materials
c) availability of labour
d) all the above.