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WORK PLAN-P2
helpdesk@construction-productivity.co.uk
htt://www.construction-productivity.co.uk
WORKPLAN
 Construction Planning is a fundamental
and challenging activity in the
management and execution of
construction projects.
 It involves:
1. Managerial factors
2. Technological factors
3. Social factors
WORKPLAN
Managerial
Factors
Technologica
l
Factors
Social
Factors
WORKPLAN-PART 2
 In addition to the problem of estimating the
expected duration of an activity.
 Some scheduling procedures explicitly
consider the uncertainty in activity duration
estimates.
 This is achieved by using the probabilistic
distribution of activity durations.
 That is, the duration of a particular activity
is assumed to be a random variable that is
distributed in a particular fashion.
WORKPLAN
 For example, an activity duration might be
assumed to be distributed as:
 a normal
 or a beta distributed random variable as
illustrated in Figure-below.
WORKPLAN-PART 2
WORKPLAN
 This figure shows the probability or chance
of experiencing a particular activity
duration based on a probabilistic
distribution.
 The beta distribution is often used to
characterize activity durations.
 Since it can have an absolute minimum
and an absolute maximum of possible
duration times.
WORKPLAN
 The normal distribution is a good
approximation to the beta distribution in the
centre of the distribution.
 It is easy to work with.
 Therefore, it is often used as an
approximation.
WORKPLAN
 If a standard random variable is used
to characterize the distribution of
activity durations, then only a few
parameters are required to calculate
the probability of any particular
duration.
WORKPLAN
 Still, the estimation problem is increased
considerably since more than one
parameter is required to characterize most
of the probabilistic distribution used to
represent activity durations.
 For the beta distribution, three or four
parameters are required depending on its
generality, whereas the normal distribution
requires two parameters.
WORKPLAN
 As an example, the normal distribution is
characterized by two parameters.
 representing the average duration,
 and the standard deviation of the duration,
respectively,
 Alternatively, the variance of the distribution
could be used to describe or characterize the
variability of duration times.
 The variance is the value of the standard
deviation multiplied by itself.
WORKPLAN
 From historical data, these two
parameters can be estimated as:
Equation (2) and (3)
WORKPLAN
 where we assume that n different
observations xk of the random variable x are
available.
 This estimation process might be applied to
activity durations directly.
 so that xk would be a record of an activity
duration Dij on a past project).
WORKPLAN
 Or to the estimation of the distribution of
productivities (so that xk would be a record
of the productivity in an activity Pi on a past
project).
 Which, in turn, is used to estimate durations
using Equation(4).
WORKPLAN
 If more accuracy is desired, the estimation
equations for mean and standard deviation,
Equations (2) and (3) would be used to
estimate the mean and standard deviation of
the reciprocal of productivity to avoid non-
linear effects.
 Using estimates of productivities, the
standard deviation of activity duration would
be calculated as:
WORKPLAN
 where is the estimated standard deviation
of the reciprocal of productivity that is
calculated from Equation (3) by substituting
1/P for x.
 Equation (4)
WORKPLAN
 Estimating Resource Requirements for Work
Activities
WORKPLAN
 where Rkij are the resources of type k
required by activity ij,
 Dij is the duration of activity ij,
 Nij is the number of standard crews
allocated to activity ij,
 and Ukij is the amount of resource type k
used per standard crew.
WORKPLAN
 For example, if an activity required eight
hours with two crews assigned
 and each crew required three workers,
the effort would be R = 8*2*3 = 48 labour-
hours.

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140 workplan

  • 2. WORKPLAN  Construction Planning is a fundamental and challenging activity in the management and execution of construction projects.  It involves: 1. Managerial factors 2. Technological factors 3. Social factors
  • 4. WORKPLAN-PART 2  In addition to the problem of estimating the expected duration of an activity.  Some scheduling procedures explicitly consider the uncertainty in activity duration estimates.  This is achieved by using the probabilistic distribution of activity durations.  That is, the duration of a particular activity is assumed to be a random variable that is distributed in a particular fashion.
  • 5. WORKPLAN  For example, an activity duration might be assumed to be distributed as:  a normal  or a beta distributed random variable as illustrated in Figure-below.
  • 7. WORKPLAN  This figure shows the probability or chance of experiencing a particular activity duration based on a probabilistic distribution.  The beta distribution is often used to characterize activity durations.  Since it can have an absolute minimum and an absolute maximum of possible duration times.
  • 8. WORKPLAN  The normal distribution is a good approximation to the beta distribution in the centre of the distribution.  It is easy to work with.  Therefore, it is often used as an approximation.
  • 9. WORKPLAN  If a standard random variable is used to characterize the distribution of activity durations, then only a few parameters are required to calculate the probability of any particular duration.
  • 10. WORKPLAN  Still, the estimation problem is increased considerably since more than one parameter is required to characterize most of the probabilistic distribution used to represent activity durations.  For the beta distribution, three or four parameters are required depending on its generality, whereas the normal distribution requires two parameters.
  • 11. WORKPLAN  As an example, the normal distribution is characterized by two parameters.  representing the average duration,  and the standard deviation of the duration, respectively,  Alternatively, the variance of the distribution could be used to describe or characterize the variability of duration times.  The variance is the value of the standard deviation multiplied by itself.
  • 12. WORKPLAN  From historical data, these two parameters can be estimated as: Equation (2) and (3)
  • 13. WORKPLAN  where we assume that n different observations xk of the random variable x are available.  This estimation process might be applied to activity durations directly.  so that xk would be a record of an activity duration Dij on a past project).
  • 14. WORKPLAN  Or to the estimation of the distribution of productivities (so that xk would be a record of the productivity in an activity Pi on a past project).  Which, in turn, is used to estimate durations using Equation(4).
  • 15. WORKPLAN  If more accuracy is desired, the estimation equations for mean and standard deviation, Equations (2) and (3) would be used to estimate the mean and standard deviation of the reciprocal of productivity to avoid non- linear effects.  Using estimates of productivities, the standard deviation of activity duration would be calculated as:
  • 16. WORKPLAN  where is the estimated standard deviation of the reciprocal of productivity that is calculated from Equation (3) by substituting 1/P for x.  Equation (4)
  • 17. WORKPLAN  Estimating Resource Requirements for Work Activities
  • 18. WORKPLAN  where Rkij are the resources of type k required by activity ij,  Dij is the duration of activity ij,  Nij is the number of standard crews allocated to activity ij,  and Ukij is the amount of resource type k used per standard crew.
  • 19. WORKPLAN  For example, if an activity required eight hours with two crews assigned  and each crew required three workers, the effort would be R = 8*2*3 = 48 labour- hours.