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Dec 282013
 

David Adelstein

This guest post is by construction attorney David Adelstein (photo). David is a Florida Board Certified Construction Attorney with the law firm of Kirwin Norris, P.A. He maintains the website Florida Construction Legal Updates where he blogs about various legal issues that pertain to the construction industry.

Enter David Adelstein:

Strong project management is critical to prime / general contractors in furtherance of ensuring the successful and profitable completion of a project. Among other things, strong project management involves understanding the scope of work activities that drive the timely completion of the project. Having a good plan at the beginning (that is peer reviewed) as detailed in a baseline schedule will enable project management to best coordinate and sequence trades knowing the total float for the project and the float identified for non-critical path trades. The baseline schedule is not written in stone. If it was, it would never need to be updated. But, construction involves unanticipated and unforeseen issues and risks that make it virtually impossible for the baseline schedule to be followed to the tee. No matter the size or complexity of the project, there are always variables that will require the re-sequencing of activities (and their start and finish dates) that will push different activities on and off the critical path. The more complex the project the more likely there will be variables that a strong project management team will need to address and work through.

One way project management can be proactive is to have a scheduling consultant on the front end. The consultant can be used in numerous roles including preparing the baseline schedule with the input from the contractor’s project management and subcontractors regarding the appropriate duration for activities. The consultant can assist in a peer review capacity to understand the scheduling plan and perform an objective check of the schedule. Or, the consultant can be used to assist in updating the schedule once the project gets going and variables are encountered. As the idiom goes, “An ounce of prevention is worth a pound of cure.” Utilizing the appropriate assistance to ensure (i) a good plan is in place from the get-go, (ii) that the plan is actually implemented and followed, and (iii) that there are plans in place when variables are encountered, is worth it instead of trying to deal with a bad plan after-the-fact or a good plan that is never actually implemented.

When consultants get involved, they will want to know and understand the project’s critical path. If the consultant gets involved on the front-end, they can assist in determining the critical path based on the project management’s plan. If they get involved after-the-fact, they will want to understand the plan by tracking the baseline schedule with updates that reflect as-built conditions. This will help determine where time impacts / delays occurred. The consultant can then take this information as to those activities that impacted the critical path to figure out why. Was there a bad plan from the get-go? Was there a good plan that was never actually implemented and followed? Were there design errors and omissions that resulted in numerous RFIs, supplemental instructions, or revisions to the plans? Were there numerous changes, whether owner-directed or due to design errors and omissions? Did a trade subcontractor simply struggle with quality control or sticking to durations? These are all issues that will be analyzed in connection with the schedules to best determine why time impacts occurred. Now, when the consultant gets involved after-the-fact, there is a little recreating of history (or revisionist history) since the consultant needs to reinterpret events and schedules after they already occurred. However, if the consultant is utilized from the get-go, hopefully, the time schedule impacts and documentation / evidence is being reviewed and organized to best capture the time impacts. This is valuable because it will allow project management to timely notify the owner of the time impacts and the appropriate extension of time and additional compensation to request. (Keep in mind that most contracts provide that a failure to timely notify the owner results in a waiver of the additional time or cost.) This is also valuable, as explained above, to best determine how to update the schedule and potentially re-sequence scope of work activities and coordinate the trades.

The critical path becomes a very important issue when the project is not going to be completed by the original substantial completion date. Because contracts allow the owner to assess liquidated damages due to delays (or actual damages if there is not a liquidated damages provision), the contractor will need to prove that any delays to the critical path are not its fault, not only to offset any assessment of liquidated damages, but also to establish an affirmative entitlement to extended general conditions. This is why the contractor will want to timely submit a claim for time impacts that include an appropriate amount of time to rebound from the impact. Also, in the event time impacts were in fact caused by the contractor, it will want to know which trade subcontractors contributed to the impact in order to flow down liquidated damages and its own extended general conditions.

Typically, contractors have the burden in proving delays attributable to the owner which will require it to establish the critical path. See Daewoo Engineering and Const. Co., Ltd. v. U.S., 73 Fed.Cl. 547 (Fed.Cl. 2006); accord George Sollitt Const. Co. v. U.S., 64 Fed.Cl. 229 (Fed.Cl. 2005); Morrison Knudsen Corp. v. Fireman’s Fund Ins. Co., 175 F.3d 1221 (10th Cir. 1999); U.S. Fidelity & Guar. Co. v. Orlando Utilities Com’n, 564 F.Supp. 962 (M.D.Fla. 1983). This type of proof will require a witness–really, an expert witness–that understands scheduling and the software used to develop the schedules to explain the critical path and the impacts to the critical path of the project. This will require testimony of the baseline schedule or plan along with the as-built conditions. Without this proof, the contractor is not going to be able to specifically prove that the delay(s) to the substantial completion date was caused by the owner and its consultants. The proof should entail the witness proving the time period in which the impact occurred and the issues that caused this impact (i.e., design error or omission, delay in design professional responding to RFI, design revisions, change order work, etc.). The same burden will be required when the contractor tries to flow down liquidated damages or seek its extended general conditions from a subcontractor that caused the time impacts.

Time impacts, however, cannot be perceived in a vacuum. In other words, time impacts are not always so clean that one discrete issue undeniably caused the delay. Because there are many activities taking place at the same time and many balls being juggled during the course of construction, oftentimes multiple issues that occurred around the same time period need to be analyzed. The reason for this is to determine whether there was a concurrent delay where both parties to the dispute (whether owner verses contractor or contractor verses subcontractor) contributed to the same delay time period, and thus, neither should recover from the other. “The doctrine of concurrent delay involves the premise that where both parties to the litigation caused delays then neither party can recover damages for that period of time when both parties were at fault.” Broward County v. Russell, Inc., 589 So.2d 983, 984 (Fla. 4th DCA 1991); accord Blinderman Const. Co., Inc. v. U.S., 695 F.2d 552 (Fed.Cir. 1982). Hence, if there is a concurrent delay, neither party will be able to recover (which, sometimes, this is what a contractor is seeking to simply offset liquidated damages exposure) unless the contractor can apportion the delay attributable to each party during the concurrent delay time period. See George Sollitt Const. Co. v. U.S., 64 Fed.Cl. 229 (Fed.Cl. 2005); accord Smith v. U.S., 34 Fed.Cl. 313 (Fed.Cl. 1995); William F. Klingensmith, Inc. v. U.S., 731 F.2d 805 (Fed.Cir. 1984).

There is much more to critical path scheduling and proving delays then discussed here. The bottom line is having strong project management requires an understanding of scheduling or utilizing the appropriate scheduling consultant to best achieve the successful and profitable completion of a project.

David Adelstein practices construction law throughout Florida. He has represented contractors, subcontractors, design professionals, developers, associations, suppliers, sureties, and owners in a myriad of construction matters including, without limitation, construction / design defect claims, schedule-based claims (including inefficiency, lost productivity, and acceleration claims), bid protests, payment disputes, lien and bond claims, liability and property insurance issues, and a host of other issues that affect the construction industry. He can be reached as follows:

Website: http://www.floridaconstructionlegalupdates.com/

Address: Kirwin Norris, P.A.
110 East Broward Boulevard, Suite 1570
Fort Lauderdale, Florida 33301

Email: dma@kirwinnorris.com

Phone: (954) 759-0026
Fax : (954) 759-0028

Nov 252013
 

documentation2When it comes to claims and disputes, I have often heard the proverbial advice that “you should document everything.” However, in reality this is rarely done and it is often impossible to accomplish. Normally, the folks on a construction project simply don’t have the time to write down everything that’s going on at the site and at every project meeting and then respond to every email and phone call. In fact, I would not advise you to try! Doing so would be frustrating at best and counterproductive at worst. Your management team should be focused on managing the project. This is especially true on a troubled project, where you have to put out one fire after another. Your team’s efforts should be focused on using their time in the office wisely and making sure that the important items are properly documented. So, how are they supposed to know which of the items are the most important to document? This article attempts to answer that question by establishing some rules and by providing an objective framework that can be used when deciding how and what to document.

1. SUPPORT YOUR POSITION

Spend the time to write the letters or emails that support your position and explain why your position is correct. This should be the overall framework from which you are focusing your documentation efforts. Document the issues and events as they occur; take a photo, write an email, or put an extra note in the daily report that explains the event or occurrence from your perspective. Pay particular attention to items that delay or disrupt the critical path work on the project, such as: design errors and omissions, missing information (such as unanswered RFI’s), differing site conditions, changes that disrupt the critical work, critical path delays (inability to start or finish work in the critical areas of the project), loss of productivity (interference or additional mobilizations to complete work in the critical areas) and acceleration (working overtime to make up lost time or compression of work or stacking of trades in a schedule). In general your documentation efforts should be focused on those things occurring on the project that results in a growth of cost and that could not have been anticipated at the time of bid. Make sure there is evidence in the file that supports and explains your position as to why the growth in cost occurred. Connect the dots between the event or issue and the actual growth in cost. You’d be surprised how the resolution of an issue was won or lost based on the existence or absence of a crucial piece of documentation in the file.

2. RESPOND TO EVERY LETTER

When is it necessary to write a letter? When someone writes one to you. It is not necessary to engage in a letter-writing campaign (it is simply not true that the person with the highest stack of letters automatically “wins”). But, for each letter that’s written to you make sure there is a written response in the file. One solid letter for each issue is a good rule of thumb. Get your points documented, keeping in mind tip #1, above.

3. BE PROFESSIONAL

In your written correspondence, always be professional and stick to the facts. Be objective, rational and unemotional. There is no need to tell the owner’s rep that he’s an idiot (even if he is). Many people may be involved in the resolution of the dispute after the project is over and they may never meet you. People are going to form their opinions of you based on what you say and how you say it.

4. GIVE NOTICE

Notice provisions are written into contracts for a reason. Their purpose is to give the other party time to investigate, mitigate expenses, and track costs. Read your contract and make sure you are complying with the notice requirements. To make giving notice easier, we recommend that our clients develop form notices. At a minimum, we suggest having form notices available for each of the following situations: (a) Excusable Delay / Request for Time Extension, (b) Differing Site Condition, (c) Conflicting Specifications, (d) Acceleration (Directed or Constructive), (e) Disruption of Work Force, and (f) A/E Change. Have your lawyer review the notices before using them in the field.

5. RESERVE YOUR RIGHTS

I have been involved in several lawsuits in which the judge upheld signed releases on payment applications and change orders, and barred recovery for delay / disruption damages. Have your lawyer review the release language on any document before you sign it. At a minimum, cross out the offending language, or simply write that you are reserving your right to additional money or time for the impact encountered on the project or as a result of the change.

Knowing how and what to document will keep your team focused on managing the project and put your company in a much better position when it comes to resolving disputes when they arise.

Sep 032013
 

delay claim calculation document-199x166

Construction claims can be costly for all parties involved. There are the costs of attorney’s and expert witness fees and potentially years of waiting without resolution. There are also more hidden costs to deal with, such as lost management time, impacts on the company’s reputation, and the decreases in team morale as the claim remains unresolved.

It is critical to make sure the damages in a construction claim are calculated and presented correctly to ensure your best chances at negotiating a quick and reasonable settlement. This article deals with the application of some of the most common methods used to prove damages in one of the most common types of claims faced by contractors on construction projects – lost labor productivity claims.

Total Cost Method

With the total cost method, lost labor productivity damages are calculated by comparing the actual costs with the expected or bid costs. The difference between the actual and expected costs is presented as the claimed amount.

It’s also possible to modify the total cost claim by subtracting for bid errors and cost overruns that were not the fault of the other party. This “modified total cost” method is often cited as being more credible than the unmodified version.

Be aware that the total cost method is controversial and sometimes disfavored by courts and boards. To use the total cost method effectively, it should only be used when

  1. It is impractical to measure losses directly
  2. The bid price was reasonable
  3. The actual costs were reasonable (and accurately recorded)
  4. None of the overruns were the responsibility of the party making the claim

Discrete Cost Approach

With the discrete cost approach, labor costs are tracked and attributed to specific events (using cost codes, labor codes, etc.) and then combined into a lost productivity claim. Compared to other approaches for pricing lost labor productivity damages, discrete methods are generally preferable, provided that the requisite project cost data was collected on the project.

When using the discrete approach, care should be taken to segregate damages (unanticipated or increased costs) from the normal project costs. Discrete approaches are highly effective in pricing direct impact costs but less effective in measuring and estimating the indirect costs associated with certain types of claims.

Measured Mile Method

The measured mile method is the preferred approach to pricing lost labor productivity claims. This method contrasts the contractor’s performance during an impacted period with the contractor’s performance during an unimpacted period on the same project. Labor productivity is  measured and calculated for both periods (i.e., square feet of drywall per labor hour, linear feet of underground piping per crew day). The main advantage of the measured mile method is that it does not rely on the bid estimate or “as planned” labor productivity. It measures the actual productivity that was achieved on the project and uses that level as the benchmark in the comparison.

With the measured mile method, care must be taken to ensure that the condition under which the measured work is performed is identical except for the impact on the work that is being blamed for the lost productivity. If a reasonable unimpacted period cannot be identified in the same project (i.e., because the project was at least partially impacted in all areas and at all times), then the analyst may look to comparable projects to draw a comparison.

As with the discrete approach, the measure mile method requires robust project productivity data, which may or may not be available. Care should also be taken to account for other factors that could be affecting productivity such as learning curve, ramp up effects, or weather.

Industry Studies

Industry studies, industry benchmarking, and other similar approaches are generally seen as being less effective than the other methods described above. These approaches are sometimes useful for claims in which the comparative labor costs are non-specialized or highly repetitive, or as objective references when estimating lost productivity on a forward-pricing basis.

Choosing the correct method for calculating damages in a construction claim is a challenging but an essential part of the claim process. It involves collecting, categorizing, and analyzing project costs using the proper methodology to prove the accuracy of the costs being claimed. It also requires a superior understanding of the behavior of costs on a construction project so that the correct and relevant costs are identified and documented.

As discussed above, it is important to take into account the effectiveness and acceptability of the method being used to calculate lost labor productivity claim damages. Since each method has its own strengths and weaknesses, and is accepted to a greater or lesser degree, going with the wrong method for a particular claim can mean a less-than-favorable result. At Florida Consultants, we are often retained by contractors to review their records and help them choose the best method for calculating lost labor productivity damages on a construction project. If you have a delay or productivity claim contact us today and speak with one of our construction claim specialists. Our claim specialists have focused their careers on solving the most complex construction problems and disputes. Let us put our experience to work to help you find successful resolution to your construction claim.

Aug 182013
 

In How to Update a Construction Schedule – Part 1, we examined why schedules are updated, what a baseline is, and the why the frequency of schedule updates are determined by project complexity, unexpected events, and contract requirements. In Part 2, we will explore the actual steps in properly updating a construction schedule.

Step by step procedure for updating a construction schedule

Updating a construction project schedule is a systematic, step-by-step process that includes the following steps:

  1. Gathering activity status information
  2. Inputting the activity information
  3. Reviewing and analyzing the schedule status
  4. Modifying and revising the schedule to reflect the current plan
  5. Publishing and implementing the updated schedule

The first step in updating a construction schedule is to gather the activity status information. This involves gathering and estimating the following information about each activity in the project schedule:

  • Actual Start Date
  • Completion Status
  • Remaining Duration
  • Actual Finish Date

Actual Start Date The Actual Start Date is when meaningful work will began on the activity. Note: this may not be the first day that work was performed on an activity. Typically, it’s the day that work is started with the intention of working continuously until the activity is completed.

Completion Status At the time of the schedule update, some activities will not have started, some will be in progress, and other activities will have been completed. The activities that are in progress at the time of the schedule update should receive the most attention.

Remaining Duration For any in-progress activities, the remaining duration should be estimated based on (a) how much of the planned work is completed and (b) how much longer it will take to complete the activity. This requires a review of the level of productivity being achieved.

Actual Finish Date Like the actual start date, the actual finish date may not be the last day work was performed on a particular activity. The actual finish date is generally defined as the day when the successor activity can begin and continue without being hindered by any remaining minor work of the predecessor activity being reviewed.

Activity status information can be gathered from a variety of sources, such as:

  • Walking the jobsite and directly observing the work
  • Conducting update meetings with subcontractors
  • Reviewing field reports such as the superintendent’s and subcontractor’s daily progress reports
  • Generating and distributing update worksheets to the various superintendents, project managers and foremen to fill out and provide the required activity status information.

Once the activity status information is gathered, the information is input into the scheduling software, the status/data date is adjusted, and the schedule is recalculated. The recalculated schedule at this step in the process is often referred to as a “half-step” schedule – that is, the baseline schedule updated with the status information with no changes to logic, original durations or any activities added or deleted.

This half-step schedule can be used to review and analyze the project status. During this review and analysis, the project team should address certain key situations and events, such as:

Discrepancies between the new forecast completion and the contractual completion date. If there is a large discrepancy between the forecast and contractual dates, the baseline and updated schedule should be compared and analyzed to determine the cause of the discrepancy.

Shifts in the critical path. If a critical path shift has occurred, the baseline and updated schedule should be compared and analyzed to determine the cause of the shift and, depending on the reason for the shift, whether corrective action is needed.

Significant changes in float. The reason for any significant changes in float for individual activities should be determined and analyzed. Special attention should be paid to near critical activities.

Scope of work changes. If there have been changes to the scope of work, then activities should be added or deleted as needed and appropriate logic ties made to the un-changed work.

Delays or other impacts. Impacts such as weather, lack of manpower, lower-than-expected productivity, design deficiencies, etc. should be taken into account and the schedule adjusted accordingly.

If the construction project has proceeded as planned and none of the above situations have affected the schedule, then the update process is complete and the schedule can be published and implemented. However, as is usually the case, the schedule will need to be modified and revised as a result of changes in the anticipated conditions. These revisions and modifications take the schedule from a half step to a full and complete schedule update.

Generally, revisions made to the updated schedule to reflect current project status can be categorized as follows:

  • Revisions to logic
  • Revisions to activity durations
  • Adding or deleting activities

The updated project schedule should reflect the way in which the project team plans to complete the project. Once the updated schedule is complete, the final step is to publish and implement the schedule – that is, use it to plan and manage the ongoing and upcoming work onsite.

The above steps for how to update a construction schedule are vital to keeping an accurately updated project schedule. An incorrectly updated schedule can result in a tool that is less useful to the project team as it manages the completion of the project. The information above and in Part 1 is meant as a guideline and not a foolproof plan for success. For true expertise from a reliable, experienced source, trust Florida Consultants to help you get your construction project off the ground, properly planned and completed on time and within budget.

Jul 262013
 

construction-schedule-complex-projectThings change rapidly on construction projects: the site changes; the weather changes; personnel and equipment change; the design changes. Impacts and challenges occur that must be overcome. The original plan for the project may quickly become obsolete. As a result, on nearly all construction projects the schedule needs to be updated on a regular basis to ensure that it reflects the team’s current plan for completing the project.

This article provides a step-by-step method for updating and modifying a construction project schedule to reflect the current project status.

Why schedules are updated

Schedules are updated at regular intervals in order to:

  • Evaluate a project’s status
  • Predict the completion date
  • Create a historical record of the project

The most important reason for a schedule is to track and monitor project status. The status of each activity should be evaluated independently in order to serve as the basis of evaluating the project’s overall status.

Almost all construction projects require that the project be substantially completed by a specified date or within a specified duration of calendar days. If a contractor fails to complete the project on time, the contractor may be charged liquidated damages or be liable for actual damages for each day the project is late. Thus, it is very important that the team know the currently-forecasted completion date so that the plan can be adjusted as necessary to mitigate delayed completion.

Historical update information can be used as a basis to plan and schedule future projects. It can also be a useful in a claims situation or if a forensic schedule analysis is needed to analyze and identify liability for project delays.

Establishing a baseline schedule

In order to be meaningful, there has to be an official baseline schedule to compare against in order to determine a project’s status. The baseline schedule is the starting point in preparing a schedule’s update. The current baseline is the contemporaneous schedule in effect since the last time the schedule was updated. The baseline schedule is the schedule that progress and the affect of changes since the last update are measured against and analyzed.

Frequency of updates

The frequency of updates should be determined by:

  • The project’s complexity
  • The frequency of unexpected events
  • As specified by the contract

The more complex a project, the greater need for more frequent updates. Complex projects have more entities working at the same time, thus they require more coordination.

When an unexpected event occurs that will impact the ability to complete the project on time, the schedule should be updated. The updated schedule will become a valuable tool in order to develop strategies to overcome and mitigate the impact of the unexpected event.

At a minimum, the schedule should be updated as specified in the contract documents. For most projects, the schedule is updated monthly to correspond with the contractor’s pay applications. Monthly updates are normally sufficient, however some sophisticated owners require weekly or bi-monthly schedule updates.

Florida Consultants seeks to educate and inform by way of our blog. We choose such topics because we know them, inside and out. If you have further questions about how to update a project’s schedule, this post will be continued in Part 2, where we outline the step-by-step procedures.. We’re also available via phone and form for your questions or comments!

Jun 092013
 

As mentioned in this recent article on Planning and Managing Complex Construction Projects, the Florida construction industry is seeing a renewed interest in interactive planning techniques, especially pull planning. In a pull planning session, the people responsible for supervising the various aspects of the work into a room to answer one simple question

What do we have to do, and when, to meet the project’s completion date?

A simple question but not a simple answer. Pull planning techniques involve using sticky notes to mark essential elements of work, working backwards from the end-date. A large white board is used with a timescale on top. The time scale is usually broken down by weeks (Week 1, Week 2, etc.). It’s effective because it uses key players to define and sequence work tasks needed to get the work done and avoid delays.

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In the past two weeks I have attended two pull planning sessions involving Florida theme park construction projects. Both projects were in their final stages and under strict deadlines. Pull planning is very effective in these scheduling scenarios as everyone can agree on the common goal of completing the remaining work so as to finish the project on time. Here are 4 key points I took away from these sessions.

  1. Get the right people there. The pull planning session should be made up of the people who supervise construction on a daily basis – not the crew foremen or the supervisor’s supervisor. You need the people who know the workers, equipment, and materials and know what can and cannot actually be accomplished.
  2. No substitutes. Having a substitute for a key individual definitely hampers the ability to complete the pull planning session. In short, hearing “I’ll have to get back to you on that” over and over just doesn’t cut it.
  3. Promote a global understanding. Everyone needs to thoroughly understand the work. Not just their own scope of work but the scopes of work of other trades. Why? Because on a construction project the various trades are inter-dependent on one another and each individual must know the preceding and succeeding trades to contribute.
  4. Lay down the Conditions of Satisfaction (COS) first. Every attendee must be on board for which COS are required to meet the deadline. The difference between what is 100% required for COS what may not be required is important so that the right resources can be assigned to the right tasks without any wasted effort.

Pull planning is a very effective technique for outlining and meeting scheduling deadlines for construction projects. When handled correctly, pull planning eliminates miscommunications and allows every key player to be integrally involved in the planning process. Try different colored stickies for the various trades so people can quickly and easily visualize where their part of the plan falls within the whole of the project.

Apr 232013
 

Construction Scheduling from a Consultant’s Perspective

At Florida Consultants, we provide consulting, expert and advisory services in the area of critical path method (CPM) planning and scheduling. Our focus is on providing insight into your project’s most valuable tool – its schedule.

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At Florida Consultants we have seen the value and benefits of a well-developed and properly-maintained project schedule. A project schedule can be an invaluable tool in the management of the most important elements of a construction project.

We have also seen the down side of not properly maintaining a project schedule. Such as having to rely on other project records to prove a claim when the information would have been readily available had the schedule been properly maintained and updated.

The following are some of the major benefits of having a good project schedule:

Managing Construction Risk

The schedule is one of the most important tools for managing risk on a construction project. As things inevitably change on the project, the schedule is the best vehicle for evaluating the impact of changes on other elements of the project. It is also a powerful tool for scenario planning and mitigating the affect of a change. Additionally, the project schedule is by far the best tool for early identification of problems and trends that could jeopardize project success.

Managing and Coordinating the Construction Project

Schedules are often the primary tool used by project managers and superintendents to manage and coordinate the work of the various trade contractors on the project. A well-developed schedule will clearly model and illustrate the team’s plan for executing the project. Additionally, a well-developed and properly-updated schedule can accurately predict the completion date of the project, not only at the beginning but as the project progresses. Project schedules are often used by your subcontractors and suppliers to coordinate their own work and as a production forecasting tool.

Communicating the Construction Plan

The is no better tool for communicating the team’s plan for executing the project than the project schedule. As the plan is adjusted for changes and actual performance, the schedule should be updated and distributed to the various parties – subcontractors, suppliers, vendors, the owner, the architect/engineer, inspectors, etc. It helps keep everyone up to date and on the same page.

As-Built Schedule and Schedule Analysis

A properly-updated and maintained schedule is an invaluable depository of “as-built” information for the project. This information can be used for later review in planning projects in the future, or as an analysis tool for documenting or defending against a claim.

For all of these reasons, it makes sense to invest the time and effort into developing and properly maintaining a project schedule. Whether you need help preparing a baseline project schedule or you would simply like professional feedback on an existing schedule, Florida Consultants can develop a cost-effective, comprehensive solution to meet your project’s needs. Contact Don W. Carlow, PSP at (407) 603-6165 or don@Florida-Consultants.com.