General planning comments and questions.
Hello to everyone, i'm running a dissertation about project management and i would like to ask about those two methos.
I want to know if we run the same project with CPM and then with MPM do i expect always the same resuls? Are there any articles about that?
And who do you think is the best option between those two?
Thank you!
Dear All,
Kindly share your input/thoughts for the following situation.
After the baseline programme is approved.At the middle of the project a variation was issued by the Client and the Contractor issued an EOT notification for the delay in permit for some other works.
I will do the evaluation of EOT as follows;
1. Use the updated programmes just before the variation order and the permit issue respectively and check the revised completion date. In the mean time check the concurrents delays from the Contractor.
Hello Everyone,
I have been on the EPC projects from Contractors side till now for O & G company. I would like to learn when a engineering company is awarded FEED Study (Basis of Design & Statement of requirement is given by the Client) who from the engineering company will prepare the list of document to be prepared for the FEED Study, as the Planning Engineer would require the details to prepare a schedule.
Regards
Jithin
Dear All,
The case scenario of the Project is like this :
After completion of gradeslab client removed the scope of the building and given to another contractor.
My question is Option A: Upto that instance can we put the remaining works of that building as 100% complete, or option B we have to revise the Baseline by removing the remaining activities of that Building and re-shedule which option will give better result on account of project progress.
Expert remarks will be highly appreciable.
With Best Regards,
Sunil.
To all:
Have increasingly run into the restriction of using no SS or FF lags and of having to remove redundant logic. In ACOE specs and now on a non-military project in Hawaii. Do not think they have the legal right to request this as these items are all part of generally accepted scheduling practices. Does anyone know if this kind of restriction has any academic source or standard to back up its use in a scheduling specification
Some folks are not sure how the WBS differs from PBS and other structures. Here we explain what it is and some examples of it's use http://ow.ly/SKecI
To create S cuves with a planning software, including baseline stalls: http://jym-engineering.blogspot.fr/p/s-curves.html
BR, JYM
Can anyone offer some guidance ?
Hi All,
Hi,
Can someone suggest me, wheather S curved generated from Manpower Loading & S Curve generated from Cost loading be the same.
If I keep the weightage of cost and adjust the manpower based on that cost weighted percentage. Will that be right ????
Please advise.
