Talking about Project Management Topics
You’d be forgiven for thinking that the PMO world moves quite slowly, given that the focus of many corporate PMOs is on delivering services in a standard way, over and over again and with a strong eye on governance http://ow.ly/WNjFu
Hello,
I'm using the formula for EAC:
EAC=AC+ ((BAC-EV)/CPI)
My question is, do I calculate my EAC for each activity and sum it up to the WBS or project level, or do I use the calculated CPI at the project level and calculate it there.
I'm using the formula for EAC:
EAC=AC+ ((BAC-EV)/CPI)
My question is, do I calculate my EAC for each activity and sum it up to the WBS or project level, or do I use the calculated CPI at the project level and calculate it there.
Businesses around the world are seeing the benefits of strong PMO leadership, and you could see them too http://ow.ly/VubWW
Hi all!
On one current project I have on one side - clear and fixed delivery date, and ongoing changes from client (in design, flow etc.) on other side.
So now I have groving scope of work and client that want project to be done by date defined for less scope of work.
I'm new for project management and such situation is like a challenge for me.
How would you deal with such situation?
What can you advice in this case?
Dear all,
Recently I've been assigned to prepare the project schedule for EPCC project for my company.
Before this, I'm only involve in Hook-up & Commissioning project where the schedule and monitoring is kind of straight forward comparing to EPCC project schedule where I need to develop the schedule from Engineering until commissioning process where progress and cost need to be monitor closely.
I'm looking for a standard as a base in order to establish an activity classification system for heavy infrustructure works.
The target will be to conect accounts, wbs, reporting and cost control.
I have revies the Masterformat system but it is based mostly for buildings.
From a research i found that there are some other systems like :
Omniclass, Uniclass, NAIS, CAWS, NBS, ASTME256 and others.
Any proposa ?, mainly i am interest for industrial works, rail, marine etc.
I am not sure yet if a standard is better than a custom one.
Thank you
Dear all,
Now we have one building with FIDIC contract and we have one PC item which the qty is changed compared with the final drawing and tender drawing, my query have two: one is that can the contractor cliam the different qty and the second is can contrator claim the wastage for the materials? if the answer is yes please give the support documents.
Thanking and regards.
Changing in scope during construction phase is the most common problems causing project delays among Indonesian contractors. Most of the scope changing is due to poor engagement with customer and to a failure in identifying customers’ needs during project scoping.
