Duration
tasks estimation is all an art! Do I need a crystal ball to guess the right
duration for each activity in order to get the good average for work
completion? When a first baseline level 3 must be issued, what major settings
must be considered to minimize risks of delay?
Currently,
there is “Three different options” to fix duration for activities completion:
-
First option when Owner and
Contractor are both will to analyze and integrate the “Time Risk Allowance” to
each activity duration [TRA settings detailed in the NEC 3 Contract Format]. So
in accordance with contract negotiation terms (GTCC and/ or PTCC) and major Key
Milestones, duration’s data’s become accurate. Owner accepts by this way “risks
margin” highlighted.
Then from there, you have to monitor only progress of the submitted
baseline and follow up the Earned Values (EV). This position allows total
acceptance of time completion. There’s no reason to review durations submitted
in the schedule until a delay will be noticed. At this stage, the Owner “well-weaponed”
will be ready for “Claims war” due to discrepancies.
-
“The first baseline is
drifting due to capacity, productivity …” the submitted schedules are not
acceptable and a lack of reliability is noticed. In that case, durations must
be reviewed quickly to be re-forecasted again regarding the observed productivity
or scope’s changes. Construction teams, both superintendents and supervisors, are
asked to contribute and correct durations. Their professional background could
be helpful by the bottom-up estimation method to re-adjust tasks durations and
reforecast the remaining tasks.
-
The first baseline must be
built and your WBS is fixed; you attempt to use models and stochastic formulas
to estimate your margins and averages. This case will be developed through some
common methods widely shared.
To
perform the work, here are some Methods to get an estimated time for activities
completion:
-
“PERT - Three points
estimation approach” which is related to “Beta
distribution”. It is very close to CPM Method (Critical Path). The three following settings are took into consideration
to calculate the Estimated Duration (ED) :
Optimistic Duration (OD) / Pessimistic Duration (PD) / Most Likely
Duration (MLD)
The
Beta Law: ED = (OD + 4*MLD + PD) / 6
-
Ginzburg-Golenko Approach for
modeling complex projects concludes that the best way to calculate the ED is to
use the formula below, available only in a case of what a gap between PD and ED
is not very high. Otherwise the Model couldn’t be used.
Ginzburg-Golenko
Model: ED = OD + ((PD - OD) / 3 )
- Pareto
Model: The 80-20 rule can be used to estimate duration’s activities, if we
consider that 20% of t he time reflects “a kind of psychological safety margin”
or a “risk buffer”, the remaining time would be the real minimum duration
affected to the task. The vice-vers-ça can be used, if you consider that with
optimal productivity, you only use 20% of time to perform the work, and the
remaining time will cover “meetings, shutdowns, sampling, inspection, …”