Edit; ScheduleReader™ (previously PrimaveraReader™) has been rebranded, please see http://www.planningplanet.com/advertisers/schedulereader
Are you a planning professional who operates with complex schedules for a large construction projects?
Do your project team members and project leads only need to view and print the XER files?
Hi
Need your support here.
This is related to Manufacturing planning works.
Activity A - Machining operation - 15 days
Activity B - Machining operation - 10 days
Activity C - MAchining operation - 20 days
Activity D - Machining operation - 25 days
Activity E - Machining operation - 5 days
Activity F - Machining operation - 5 days.
Can claim digger be set to only return results for a certain date range?
Hello all, I am interested in knowing the difference of rates between traditional masonary and using a brick slip system (gee brick), is there a time saving?
Thanks
Dear All,
My name is faizi imam and i am working on revising a beseline schedule to claim for EOT.After revising the schedule i got the new project completion date in the summary but i am not getting total negative float,instead i am getting total float as zero in the summary.
Could anyone please suggest me that how get the TOTAL NEGATIVE FLOAT in the summary so that i can claim that much project delays.
Immediate reply would be appreciated.
Thanks in advance.
Hi Guys
I am reviewing a contractor P6 programme that has 0 Total Float as it is due to finish before the 'Must Finish By' date. It is therefore showing no Critical Path when scheduled using the Default setting 'Total Float less than 0d'. Can anyone advise what would be best way to determine a Total Float value for the Critical Path calculation? I've tried the longest path setting instead but it's not valid as activities are constrained.
Any advice would be much appreciated.
Thanks
Hi Guys
I am reviewing a contractor P6 programme that has 0 Total Float as it is due to finish before the 'Must Finish By' date. It is therefore showing no Critical Path when scheduled using the Default setting 'Total Float less than 0d'. Can anyone advise what would be best way to determine a Total Float value for the Critical Path calculation? I've tried the longest path setting instead but it's not valid as activities are constrained.
Any advice would be much appreciated.
Thanks
Hi All,
I'm moving to London to find work as a Construction Project Planner and was wondering if there is a high demand at the moment for Planners and also what avenue would be the best to go down to seek employment.
Thanks
Leigh
Hello Guyz! I am new here and i found this website interesting, Below are my questions and i hope anyone could hellp me out.
1) What does the term " Design and Built Project " means? I was asked in an interview, and i don't actually know the meaning and usefulness.
2) When do the activity " Tie in " starts in an MEP work?
3 ) What does IFC means , i actually know it means Issue for Construction but i don't really know its effect on a schedule, Who should provide this and what activities can it be delayed if this is not issued on time?
Hello Guyz! I am new here and i found this website interesting, Below are my questions and i hope anyone could hellp me out.
1) What does the term " Design and Built Project " means? I was asked in an interview, and i don't actually know the meaning and usefulness.
2) When do the activity " Tie in " starts in an MEP work?
3 ) What does IFC means , i actually know it means Issue for Construction but i don't really know its effect on a schedule, Who should provide this and what activities can it be delayed if this is not issued on time?
