March 2016 – Construction and Schedule Management Services

Construction Scheduling. Impacts of Unrecognized Owner Delays!

Delay outputs As construction scheduling professionals, we’ve all worked on projects which have been impacted by an owner delay which was not recognized as valid by the owner.

This happens. We have to deal with it. Some general examples that come to mind are:

Unrecognized change in the owner’s program resulting in a change to the contract scope of work and design.
Unrecognized unforeseen condition which changed the geotechnical design or suspended the project until remediation work could be completed.
Unrecognized specification or drawing ambiguity or omission resulting in additional or changed work.
Unrecognized delays for owner operations not included in the bid docs.

What types of schedule delay events have you seen? How did you, as a construction scheduling professional manage them? How did the project team manage them?

I’m interested in hearing your stories!

Please visit https://conschmanservices.com to learn more about Construction and Schedule Management Services, LLC

Please visit my LinkedIn account to learn more about me.

Paul Epperson CCM, PMP, PSP, PMI-SP

Construction Scheduling. How do we Incorporate the Subcontractor’s Schedule in our Baseline Schedule Development Process?

Road sign As construction scheduling professionals, we’ve all developed project baseline schedules. We’ve also worked with our subcontractors to get their input for the schedule, often with less than stellar results…..

This seems to a common problem. Continue reading “Construction Scheduling. How do we Incorporate the Subcontractor’s Schedule in our Baseline Schedule Development Process?”

Construction Scheduling. Why do some Construction Projects seem to fall Behind Schedule Immediately after NTP?

stop-go-signs-wrong-colors As construction scheduling professionals, we’ve all worked on smaller construction projects which have fallen behind schedule almost immediately after NTP.

This seems to be a common problem for smaller construction projects.

It seems that owners are expecting contract durations based on best case production scenarios. Who can blame them? They know that similar projects have been completed within these durations.

If this is so, why do many contractors fall behind schedule almost immediately after NTP? Continue reading “Construction Scheduling. Why do some Construction Projects seem to fall Behind Schedule Immediately after NTP?”

Construction Scheduling. Schedule Delays!

Expect-Delays-sign(1) We’ve all worked on projects where a major event has occurred and the project team had to scramble to manage the crisis.

This happens. As construction scheduling professionals, we have to deal with it. Some general examples that come to mind are:

Very extreme weather events such as hurricanes & floods. We plan for “normal” weather and manage weather impacts in excess of the anticipated “normal”. But an extreme weather event requires the immediate involvement of the entire project team.
Drastic change in the owner’s program resulting in a gross change to the contract scope of work. This could be a facility design changing from a male facility to a female facility, at 70% construction complete. There would be a lot of rework and resequencing of work required. It happens……
A serious unforeseen condition which changes the geotechnical design or suspends the project until remediation work can be completed. This is not all that unusual and is typically mitigated. But, it is still a major disruption to the start of the project.

What types of schedule delay events have you seen? How did you, as a construction scheduling professional manage them? How did the project team manage them?

I’m interested in hearing your stories!

Please visit https://conschmanservices.com to learn more about Construction and Schedule Management Services, LLC

Please visit my LinkedIn account to learn more about me.

Paul Epperson CCM, PMP, PSP, PMI-SP

Schedule Management. How should a Non-Schedule Savvy PM or Superintendent Develop and Manage a “Recovery Schedule”?

You have a baseline schedule, with a few periodic updates completed, and now you need to make a revision to the schedule to dramatically re-sequence work, add/delete work to/from the project, or provide a required “Recovery Schedule”. What do you do?

This is one of the more difficult schedule management tasks. In some ways, it is almost more difficult than creating the baseline schedule.

Depending on the amount of time you need to “recover”, you will need to find the root causation for the schedule slippage and get that under control. This could mean anything from having the party responsible for the slippage work additional hours to maintain the daily scheduled productivity, adding resources to increase the daily scheduled productivity, or resequencing of work to mitigate the lack of daily scheduled productivity or model concurrent work.

Next you will need to develop the most cost-effective means of accelerating work on the current longest path. This is tricky. Your schedule may have a near critical path which is very close to the scheduled longest path. As you shave days off the longest path, it will shift to the near critical path making that path the longest path. You will need to keep working at accelerating activities on the longest path, as it shifts until you reach the point of “recovery”.

That’s the easy part.

Now you have to obtain support for this plan from the project team. Subcontractors have to agree to provide what is needed to achieve this revised plan. Deliveries must be verified. Resource availability must be verified. There is probably additional cost involved. This must be managed a well.

In summary, any “recovery plan” will most likely involve concurrent work and/or acceleration of work. In any case, submitting a “recovery schedule” without the support of the project team for execution of the revised plan is a disservice to the owner, the project team and the project. You must be able to gain the commitment of the project team.

Schedule management includes many tasks and processes. Developing the “recovery schedule” is one of the more difficult tasks. The Project Manager should always be intimately involved with the planning of the revised work plan and “buy-in” from the project team is necessary for the successful execution of the “recovery plan”.

You may be able to manage the development of the recovery schedule without any problems.

However, when in doubt, seek out the advice of a professional planner and scheduler.

Please visit https://conschmanservices.com to learn more about basic schedule concepts.

Please visit my LinkedIn account to learn more about me.

Paul Epperson CCM, PMP, PSP, PMI-SP

Schedule Management. How should a Non-Schedule Savvy PM or Superintendent Manage their Project Schedule?

Tilt Up You have created your project’s baseline schedule and now you are starting the schedule management phase of the project. What do you do?

If you have not done so already, you need to establish a “schedule log”. I like to start my schedule log when I start development of the baseline schedule. This allows me to track my revisions and reasons for making them. The schedule log provides you with historic data for each revision or update to the schedule. Very handy.

If you have not done so already, set up schedule layouts and filters you plan to use. I also set these up during me schedule development, but often times the owner decides they want to use something other than what the schedule specifications require.

Each periodic update, save your schedule with progress only. This allows you to see what the progress update did to your schedule, save this snapshot. Then make any revisions to correct out-of-sequence, OOS relationships and model the revised plan to finish on schedule. You now have your updated and revised schedule ready for use.

Update the schedule periodically. Compare your progress with the most current previously accepted schedule and the baseline schedule. Look at how you’re tracking, how your actual durations are comparing to your scheduled original durations, and how your work sequence is actually progressing. Identify problem areas and trends and develop corrective action to recover time lost.

After you update the progress for your schedule, revise the schedule update to reflect your actual plan for execution. This doesn’t mean a complete change of sequence or addition of new work. This is simply to model adjustments you are going to need to make to maintain the scheduled completion date.

Major revisions to the schedule to dramatically re-sequence work or add/delete large pieces of work are handled differently. This will be part of a future post.

Managing the simple month to month schedule update process is pretty straightforward. Correcting the OOS is more involved and care should be taken to follow best practices. This is all part of the basic schedule management process.

However, when in doubt, seek out the advice of a professional planner and scheduler.

Please visit https://conschmanservices.com to learn more about basic schedule concepts.

Please visit my LinkedIn account to learn more about me.

Paul Epperson CCM, PMP, PSP, PMI-SP

Construction Scheduling Terms. What is the “Data Date”? What is “OOS”? What are “Lags”?

You are working with a construction scheduling consultant and they use terms you’ve heard before, but you’re not 100% sure you really understand what they mean. More importantly, you’re not sure how they affect the schedule.

Do not be ashamed, why should you have any in depth knowledge of yet another specialized function of the project management process? That’s why professional planning and scheduling consultants exist!

What is the “Data Date” and why do I care?

The data date is simply the “as-of” date used for progressing the periodic schedule update.

Typically, the data date is the end of the month, but I’ve seen it be the 15^th and the 25^th. Each schedule specification is different based on the owner’s requirements for reporting. Note: MS Project uses the term “Status Date”.

This is the date that all progress should be updated for progress up to. Everything after the data date is the pan to execute the remaining project activities. There should never be work in progress or incomplete with dates prior to the data date. I’ve seen this all too often with schedules run in MS Project because the person doing the schedule update does not understand this concept and how to adjust the settings to force incomplete work to move to the status date. It’s a simple fix for an experienced scheduler. Always look at your schedules and know the data date and verify all work prior to the data date is complete and all work after the data date shows no progress. Think of the data date as the starting off point for the rest of your project…. This is a necessary practice for construction scheduling.

What is “OOS” and why do I care?

OOS or Out-of-Sequence is simply a way of saying that work actually completed did not progress as scheduled.

Typically, this involves an activity that was scheduled to start immediately after the finish of it’s “predecessor” having actually started prior to it’s “predecessor” finishing. Other reasons may be work progressing much differently than scheduled or work being suspended for whatever reason.

Why do you care? You care because this logic is still driving any “successor” activities and is not correct based on how you actually completed the work. It affects all downstream work logically tied to the finish of the OOS work and does not model the remaining work correctly.

This can affect change order fragnet insertions, not produce correct total float values, and does not provide you with an accurate as-built schedule. Best practice is to correct the logic for OOS work immediately after updating the progress each period update. Most schedule consultants do this, but many do not and most PM’s and Superintendents do not. Many owners are not aware of the need to correct OOS relationships and do not require or enforce this practice. This is unfortunate. There are times y0u can leave some OOS relationships in place, but absolutely OOS work on the longest path or near critical path should be correct. Most construction scheduling consultants correct OOS relationships each schedule update.

What are “Lags” and why do I care?

Lags are like invisible activities added to the schedule; which typically separate start dates of successor activities by a set amount.

Depending on which calendars are assigned and the relationship selected, a current activity’s successor activity will start immediately after the finish of the current activity, if the relationship is a Finish-to-Start, FS relationship. Adding a lag of 3 to this relationship would force the start of the successor to wait 3 work periods until starting. Sometimes this is used for concrete curing time…… I prefer to use an activity for this so the time is transparent.

But typically, lags are used with Start-to –Start, SS relationships to allow work to be schedule concurrently. The lag forces the successor activity to wait set number of work periods after the start of the predecessor activity starts before starting. This models a plan to start one piece of work and then start successive work a set duration later. Such as finishing gypsum board wall sheathing before the entire area covered by the activity to hang the gypsum wallboard has completed. This is fine if this represents your plan to execute this work. Unfortunately, this is also how most PM’s and Superintendents choose to get the scheduled finish date back on time after the periodic update shows the project is behind schedule. This is still fine if the work can actually be executed this way, and it is the actual plan to “recover” lost time. It is just so darn easy to do, that many times it is used to appease the owner only and no plan is used to actually accomplish the work concurrently. This happens when the schedule is only part of the invoice process, and not an integral part of the project management process.

Don’t be afraid of lags, but the use of lags should be judicious and justifiable. There are many ways to model the logic to reduce the number of lags used. Typically, breaking the work into smaller pieces will allow the work to be scheduled without the use of lags.

Negative lags are bad idea and should be avoided or disallowed. There are many ways to make the logic work without the use of negative lags. Most schedule consultants stay away from negative lags.

MS Project shows lags and relationship types other than Finish-to-Start, FS in the predecessor and successor columns. Primavera P6 does not. Although it is not always easy to understand the effect a lag is having on the schedule, you should always be aware of their usage and understand the effect they have on the project schedule.

When in doubt, seek out the advice of a professional planner and scheduler.

Please visit https://conschmanservices.com to learn more about basic schedule concepts.

Please visit my LinkedIn account to learn more about me.

Paul Epperson CCM, PMP, PSP, PMI-SP

CPM Consultants. How does the CPM Schedule Progress Update Process Work for the Project Owner? What should the Owner be Concerned with?

CP Pert You have an approved baseline project schedule, and now you are ready to receive the first periodic schedule progress update from your contractor. That is great, progress is good. You are sharing a valid tool with your contractor to proactively managing the project. But, you still need to monitor the actual work progress and ensure the contractor is realistically updating the progress and taking corrective action as necessary to maintain the project’s scheduled plan to execute the project. How do CPM consultants approach this task? Continue reading “CPM Consultants. How does the CPM Schedule Progress Update Process Work for the Project Owner? What should the Owner be Concerned with?”