General planning comments and questions.
Hello,
Are there any standards in construction companies of reporting primavera schedules?As a planning engineer how should he report according to international standards? any format or anything ?
Hi Guys i am new to this forum and would like to contribute and share with you guys out there.
hi,
Please how you write a filter or global change to display activities forecasted more than 30D of the last update.
I have the last update saved as a basline.
Cheers
K
Dear all,
This is for a project using NEC3, but I'm unfortunitely on a site without a copy of the NEC to hand.
The client is stating the reason for not accepting our programme as being because there are multiple critical paths shown in the programme. My initial response was along the lines of;
Dear All,
Proud to be a member of planning planet, this is my first question.
I am used to maintining 2 resources in my schedules - Manpower and cost. In baseline, both are converted to percentage (10000 points) and are updated further in agreement with the client. Physical progress is based on earned weightage - manpower.
There are some common mistakes made during the creation of project schedules, particularly by folks who are new to the art. In this article I’ll be pointing out a few of the most frequent scheduling faux pas that we encounter out in the field, and talk about common best practice guidelines and the dilemmas that these can throw at schedulers working in the real world. http://ow.ly/rvS1t
Dear All,
What will be the defference if a critical path is artificially created, or how will it affect the progress monitoring.
Is there any problem with an artificially created critical path which follows the correct logic of sequence ..
Your comments will be appreciated
Best Regards,
Sunil.
Hi guys,
Im badly in need of your help.
Can anyone give me anidea for the detailed sequence of work in construction of spillway.
it is 4-bay gated spillway. The length of spillway is 66.9m, height from the bottom of foundation is 32.0 meters, the width of the foundation is 46.4 meters. Distance between each other is 12.6 meters, and the width of the pier is 3.5 meters..
your quick response is appreciated...
thanks,
eric
Dear planners!
I would appreciate your support with the following;
There is still space for improvement in the timely delivery of complex engineering projects.
I request your view on how to contribute to this aim.
The importance of planning and controls is still massively underrated,
that is why I am writing my dissertation on planning.
We know there have been multiple attempts to tackle the issue of timely delivery, but more progress can be made.
So I would like to get to the heart of the matter by contacting the specialists planning engineers.
Hi,
Can I enquire if the contractor is to commit to the resources and equipment loaded in the loaded schedule ?
And are they also suppose to commit to the resources in the late schedule as well, from the late start/finish ?
The peak resource requirement is going to differ , and are there also any guideline On the appropriate % difference ?
Br
