The causal link and the dark art in delay claims

Article

The causal link and the dark art in delay claims

Nader Emile – Director & Regional Manager KSA

naderemile@hka.com

Expert Profile

Published in Construction Law Journal (c) Thomson Reuters.

One main requirement

Delay claims under construction contracts are crucial to contractors since they relieve them from paying delay damages and potentially provide a strong basis for the recovery of loss and expense, and in particular the recovery of prolongation costs. Given the complex nature of construction disputes, discharging the burden of proof in delay claims can be problematic, especially that one of the main hurdles is establishing cause and effect or the causal link. In this article, Nader briefly discusses the causal link requirement, basic causation principles and how these relate to delay analysis in construction claims.

“The causal link mostly intersects and intertwines with the, often perceived, dark art of delay analysis, which is mainly concerned with investigating the reasons that caused a project to be late”.

Why Cause and Effect?

The cause and effect requirement stems from the general principle of reparation under the law of negligence in that where the fault of a person causes harm or damage to another, resulting in losses, the person who committed the fault is liable to compensate the person who suffered the loss. The causal link is therefore one of the three elements of a claim in negligence under the law of tort.

For a claim to succeed, the claimant has to establish:

  1. the breach of duty of care on the part of the defendant;
  2. the damage suffered by the claimant; and
  3. that this breach caused the damage. [1]Owen R, Essential Tort Law (3rd edn, Cavendish Publishing Limited 2000) 40.

The same principle, pivoting on the causality element, has permeated through the contract law. From a project delay perspective, the claimant needs to establish the causal link between the claimed event (cause) and the resulting delay or loss (effect) in order to succeed in its delay claim.

Applications of Causation

To prove cause and effect, one needs to understand the main principles of causation. This is in fact a very controversial issue which has been addressed in courts and many jurisdictions extensively, and each case seems to be one of a kind. The basic thing to know is that establishing causation can be generally used in two different main contexts:

  • The first context is related to a forward-looking application which tests what outcome could be achieved, and when, if certain conditions were met. This mostly relates to prospective or modelled methods of delay analysis for predictive purposes.
  • The second context is related to a backward-looking application which investigates what set of circumstances has probably caused a certain result to happen. This backward-looking application is used to determine the extent of a party’s responsibility and attribute his causative actions to a certain event or consequence. [2]Antony Honoré, ‘Causation in the Law’, (The Stanford Encyclopedia of Philosophy, November 2010) <https://plato.stanford.edu/archives/win2010/entries/causation-law/> This mostly relates to retrospective or observational methods of delay analysis.

In terms of legal liability, a distinction is to be drawn between two stages of establishing causation, ‘factual causation’ and ‘legal causation’. Both stages are necessary, and neither alone is sufficient. Factual causation is established by proving that the breach or the fault of the defendant has as a matter of fact caused damage or loss to the claimant, whereas legal causation needs to be established before holding a defendant liable for his act that, as a matter of fact, caused harm.

Legal Causation

Legal causation cannot therefore be established independently as it is only considered a limiting factor since legal responsibility cannot extend without limit. The chain of causation must be broken at a certain point so as not to hold a person legally responsible where his act is too remote from the consequence. In order to establish legal causation, the preferred test for remoteness is the ‘reasonable foreseeability’ test. If the defendant’s act is not reasonably foreseeable to cause the damage, then his act is not considered as the legal cause of the damage. [3](UK) Ltd v Morts Dock and Engineering Co. [1961] AC 388. Put simply, the more the resulting damage is predictable, the more likely that the defendant is held legally liable. This article mainly refers to the causal link in the factual causation context and on the presumption that legal causation is proved.

Factual Causation

To establish factual causation, the classical test used is the ‘but for’ test. [4]Cork v Kirby Maclean Ltd [1952] 2 All E.R. 402. The claimant has to establish that he would not have suffered any damage or loss but for the act of the defendant, i.e., the damage or loss would not have occurred in any event. However, this test proved not to be always accurate, as there could be more than one event causing the loss. In such a case, by applying the ‘but for’ test, none of the events could qualify as the cause of the loss. Various tests have subsequently evolved to relax the burden of proof in such circumstances.

Simultaneous Causes:

Where there is more than one event happening simultaneously, and each event alone would have caused the loss, this is known as ‘concurrent causes’, where each event is an independent sufficient cause. In such a case, it would only be required by the claimant to establish that the claimed event has materially increased the risk of the loss happening. [5]McGhee v National Coal Board [1973] SC (HL) 37.

It could also be the case where the two events happening simultaneously combined to produce one single result that would not have occurred had each event happened in isolation. This is known as ‘cumulative causes’, where each event is necessary but alone not sufficient. In this case, it would be enough for the claimant to prove that the claimed event has made a material contribution to the loss in order to establish causation. [6]Wright v Cambridge Medical Group [2013] QB 312. Two defendants, each responsible for an event, would be jointly held liable for the claimant’s loss.

Consecutive Causes:

In other cases, the events happen to be successive or sequential (one happening before the other), also called ‘consecutive causes’, and each cause would have resulted in the claimant’s loss had it happened alone. This means that the ‘but for’ test would make no event responsible for the loss, or since both events increased the risk of the loss happening, both events are considered responsible. Case law highlights three distinct scenarios.

The first scenario is where the effect of the first event is extinguished (or obliterated) by the second event. This is where the immediate cause of the loss is clearly attributable to the second event and not the first, and therefore the effect of the first event, by way of the second event’s existence, could never manifest. In this case, the causal link is only established with regards to the second event, which will be the ‘pre-emptive cause’. The example in the case BHP Billiton Petroleum Ltd v Dalmine SpA [7]BHP Billiton Petroleum Ltd v Dalmine SpA [2003] EWCA Civ 170. could be used to illustrate this situation. The defendant supplied non-compliant pipe to be used in a pipeline construction, whereas the claimant provided a defective welding procedure. Imagine the case where the welding procedure is finalised and provided before the non-compliant pipe is delivered, and the failure of the pipeline was actually caused by the non-compliant pipe. Whilst it might be argued that the pipeline would have failed in any event (maybe at a later time) because of the defective welding procedure, the causal link in that case would be established with regards to the non-compliant pipe (the succeeding event) and the defective welding procedure (the preceding event) would be considered a ‘reserve cause’.

The second scenario is where the effect of the preceding event is still continuing in a way so that the succeeding event had no effect at all, and hereby the causal link is only established with regards to the preceding event, which will be the ‘pre-emptive cause’. The famous case ‘Performance Cars Ltd v Harold James Abraham’ [8]Performance Cars Ltd v Harold James Abraham [1962] 1 Q.B. 33. illustrates this principle. The defendant Y hit the claimant’s luxury car, which had to be repaired. In particular, the lower half of the car had to be resprayed. Just before this accident, the car was hit by a different vehicle (of the defendant X), which also required the lower half of the car to be resprayed. However, at the time when the defendant Y hit the car, the car had not been resprayed. The defendant Y was held not liable for the cost of repairing the car because the car already needed to be resprayed, i.e., that the defendant Y had damaged an already damaged car.

The third scenario is when the effect of the preceding event combines with the effect of the succeeding event to produce the same damage. The two events here are ‘duplicative causes’ and they are often referred to as ‘concurrent in effect’. This case is distinct from that of the ‘cumulative causes’ because the two events here are both independent and sufficient causes.

Causal link and Delay Analysis

The causal link mostly intersects and intertwines with the, often perceived, dark art of delay analysis, which is mainly concerned with investigating the reasons that caused a project to be late. As project delay is often the result of a number of simultaneous and consecutive causes, the analysis includes examining and assessing the time impact an event or a group of events have on the project completion, as well as identifying the effective causes of the delay. In that regard, the same causation principles apply.

The case ‘Performance Cars Ltd v Harold James Abraham’ seems to have inspired and supported the judgements made in more recent cases. For instance, an important distinction is being highlighted nowadays between a concurrent delay and a non-critical delay. It is held that an Event B cannot be considered as a concurrent cause of a delay where another Event A had already caused the delay,[9]Royal Brompton Hospital NHS Trust v Hammond (No7) [2001] EWCA Civ 206, (2001) 76 Con LR 149. or where the delay due to Event A had already started to take effect before Event B started, even when Event B would have delayed the project in any event had it happened in isolation. [10]Saga Cruises BDF Ltd & Anor v Fincantieri SPA [2016] EWHC 1875 (Comm). The causal link in this case would be established with regards to Event A (the preceding event).

This principle is one of the main tenets of the Time Impact Analysis method of delay analysis (TIA), which requires that the delay impact of a particular event be assessed with reference to a programme that is updated with progress just before the start or trigger date of the event.[11]In contrast, an Impacted As-Planned method of analysis is carried out by reference to a baseline programme with no recourse to actual progress achieved. This allows the analyst to isolate the impact of previous events which might have already caused project delays.

If the analysis shows that the project has been already delayed and was not delayed further after the occurrence of the subject event, the delay resulting from the event will be considered a non-critical delay rather than concurrent, even if this event had delayed the project in any event in the absence of previous events. This has also been the underlying principle in the analysis methods that are based on the windows approach, where the extension of time (‘EOT’) entitlement is assessed progressively based on sequential periods of the project considering the effect of the events at the time they occur and at the time the critical delays are identified. In this case, concurrency would be evaluated distinctly for each window of time so that, at the end of each window, accounting of concurrency is closed, and a new one is opened for the following window.

Concurrent delay is still, however, a very contentious issue as to what rule should the courts apply when deciding on matters of entitlement to EOT and financial compensation in cases of concurrency. Moreover, all methods of delay analysis have their own advantages and disadvantages, which need to be considered in light of the context and the facts of each case.

Two main levels of proving Factual Causation

Evidently, in project delay claims, demonstrating factual causation applies on two main different levels. The causal link has to be established first at the level of the impacted activity, including the determination of the root cause, and second at the level of the overall project completion, or any contractual milestone date against which an EOT is sought.

In that regard, it is worth noting that the existence of a project delay is either a matter of fact, where the project completion has been actually delayed, or a matter of prediction by way of project contemporaneous programmes. To clarify this further, a project delay is considered to have been incurred if an event which actually occurred and actually impacted the works (level 1), caused delay to the project completion or is going to cause delay according to the programme (level 2).

On this basis, it is important to be always reminded that the causal link, in delay claims, is not a matter that can be proved merely through programming software, nor is it a matter that is entirely outside the turf of delay analysis artwork. Demonstrating cause and effect relies primarily on the ability to provide a coherent, fact-based narrative including a detailed substantiated chronology describing the effect of the event(s) upon the claimant’s performance and/or the works.

After having established the causal link between the event and its impact on the works, the claimant has to demonstrate that the event has delayed (or will delay) project completion, i.e., that it has delayed the critical path of the project, since the critical path is determinative of project completion at any point in time. At this stage, the programmes of works provide implemental tools which can assist in demonstrating the critical impact on completion and in quantifying the EOT entitlement.

The figure above is an oversimplified example from a construction project, illustrating the two levels of establishing factual causation for an EOT claim relating to Delay Event 2 to succeed.

Importance of programmes

Whether or not the contract is in favour of a contemporaneous assessment and award of EOT, a critical path analysis is, with no doubt, a crucial tool for the claimant to prove the causative effect of the event on project completion. It is worth mentioning that case law does not stipulate, however, that a critical path analysis is a mandatory element of an EOT application, although a calculated assessment with reference to programmes of work would be required as opposed to an impressionistic assessment.[12]John Barker Construction Limited v London Portman Hotel Limited [1996] 83 BLR 31. This has even become more challenging as programming and delay analysis techniques are becoming more sophisticated due to the rapid evolution of the relevant programming software, as well as the emergence of different approaches and further variations to the same.

Due to further complications introduced by the existence of thousands of activities linked via different types of relationships and hundreds of delay events which are happening at different times throughout the timeline of a large and complex project, the method of delay analysis and the selection of an appropriate implementation technique will also come into play to help untangle all the issues related to float, contemporaneous versus retrospective determination of the critical paths, competing critical paths, the parties’ culpability and the ultimate impact on project completion.

The SCL Delay and Disruption Protocol’s second edition issued in February 2017 (‘the Protocol’) stresses on the importance of programmes of works. A well-prepared programme that is contemporaneously and accurately updated and communicated to the client on a regular basis will provide significant and irrefutable evidence with regards to when a certain delay event occurred and the extent to which it has critically impacted the works and subsequently affected completion. On the other hand, programmes that are reconstructed retrospectively, especially for the purpose of a forward-looking delay analysis, will be of little use in providing the required evidence. [13] P J Keane and A F Caletka, Delay Analysis in Construction Contracts (1st edn, Wiley-Blackwelll 2008) 179.

Although the current recommendations are in favour of the use of programming software for projects planning, monitoring and forecasting, it is obvious that the guidance in relation to delay analysis and causation is encouraging common sense approaches that rely more on facts and less on computer based simulations, and that whether the delay assessment is carried out prospectively or retrospectively, a proper analysis should not be dissociated with the facts and what actually happened.

Delay Claims and the future

It is true that delay claims have taken up appreciable time in the courts, and that the judges’ understanding of technical issues continues to grow. However, the authorities on some vital issues such as causation and concurrent delays are not absolute, and it is believed that each new case with its very specific facts will bring with it new authority, perhaps due to the inherent complexities of some delay analysis techniques and the collateral principles of causation.

It is mistakenly believed, however, that different methods of delay analysis provide different answers to the same question. The truth is that each method of delay analysis, with all the available variations and nuances, provides a specific answer to a specific question. 

The tipping point is to raise the right question based on the contractual provisions in force. Understanding causation principles is equally important as it sets the ground for the various rules used in the different main methods of delay analysis in their prospective and retrospective forms.

It is expected that due to technological advancement a multitude of tools could be further introduced allowing the claimant to adduce the required evidence to discharge the burden of proof, mindful of the importance of identifying the causal link and then replicating the same in the application of delay analysis

ABOUT THE AUTHOR

Nader Emile is a Director and Regional Manager based in Jeddah, Saudi Arabia. He is a legally qualified Civil Engineer with 20 years’ experience in the construction and engineering industries. Nader has extensive experience in project management, programming, and analysis of extension of time claims. He is currently providing claims consulting and delay expert services, including planning advice, forensic delay analysis and arbitration support on a wide range of projects for several clients in the Middle East and North Africa. Nader has also acted as an Expert Witness appointed by the arbitral tribunal, preparing delay expert reports and providing oral testimony in formal proceedings. Prior to focusing on claims and disputes, he worked as a Senior Project Planner with internationally renowned contractors on many large, challenging and complicated projects in Egypt. 

Nader is also familiar with many standard forms of contract, the SCL Delay & Disruption Protocol and the AACE recommended practices for forensic scheduling. He conducts training sessions and lectures at seminars on scheduling techniques and different delay analysis methodologies. His experience portfolio includes many prestigious projects including retail malls, residential/office buildings, hotels, universities, airports, railways, power stations and oil & gas installations. 

References

References
1 Owen R, Essential Tort Law (3rd edn, Cavendish Publishing Limited 2000) 40.
2 Antony Honoré, ‘Causation in the Law’, (The Stanford Encyclopedia of Philosophy, November 2010) <https://plato.stanford.edu/archives/win2010/entries/causation-law/>
3 (UK) Ltd v Morts Dock and Engineering Co. [1961] AC 388.
4 Cork v Kirby Maclean Ltd [1952] 2 All E.R. 402.
5 McGhee v National Coal Board [1973] SC (HL) 37.
6 Wright v Cambridge Medical Group [2013] QB 312.
7 BHP Billiton Petroleum Ltd v Dalmine SpA [2003] EWCA Civ 170.
8 Performance Cars Ltd v Harold James Abraham [1962] 1 Q.B. 33.
9 Royal Brompton Hospital NHS Trust v Hammond (No7) [2001] EWCA Civ 206, (2001) 76 Con LR 149.
10 Saga Cruises BDF Ltd & Anor v Fincantieri SPA [2016] EWHC 1875 (Comm).
11 In contrast, an Impacted As-Planned method of analysis is carried out by reference to a baseline programme with no recourse to actual progress achieved.
12 John Barker Construction Limited v London Portman Hotel Limited [1996] 83 BLR 31.
13 P J Keane and A F Caletka, Delay Analysis in Construction Contracts (1st edn, Wiley-Blackwelll 2008) 179.

Applying linear scheduling methodology tools to simplify forensic delay analysis of tunnelling projects for dispute resolution

Clear presentation when demonstrating a fact in construction dispute proceedings is essential. It can dictate the outcome of a dispute and applies equally to claim submissions and any independent testimony required in Court, Arbitration or other formal proceedings.

Because of the complexities arising in delay analysis and its terminology, it is often characterised as a “dark art”. A simple presentation of a sound methodology arriving at clear and persuasive conclusions, goes a long way to demystify this so called “dark art”.

The nature of the construction project and the details of the dispute usually dictate the most appropriate delay analysis method to be applied.

Here, two fundamental scheduling methods are examined for their application to projects of a “linear” nature (such as roads, bridges, tunnels, etc.):

  • The Critical Path Method (“CPM”); and
  • The Linear Scheduling Method (“LSM”).

CPM is a scheduling method that is more widely used for construction programme development and management.

However, for linear projects, the lesser known LSM is a more informative approach. This methodology uses graphical representation in a two-dimensional (2D) diagram within time and location axes.

In this article I review the potential and benefits of LSM graphs for the purposes of forensic delay analysis of linear construction projects. A hypothetical case study is used to demonstrate how as-built information can be incorporated into the LSM graphic to demonstrate the various project parameters, the actual progress of works, and the cause and effect of delay events.

If you require any further information, please contact Dimitrios Tousiakis at dimitriostousiakis@hka.com.

Originally published in ‘Tunnels and Tunnelling’, the official magazine of the British Tunnelling Society – June 2021 Internation Edition.

Record Breaking FIDIC Webinar – the gold standard for projects attracts 1,600 attendees

News

Record Breaking FIDIC Webinar – the gold standard for projects attracts 1,600 attendees

Haroon Niazi, Partner and Head of HKA Middle East was delighted to be invited onto the panel of the latest event in FIDIC’s Covid-19 2021 webinar series took place on 8 June 2021 with an event looking at the key advantages and benefits of using the various forms of FIDIC contracts and, crucially, how to make the most of them, writes FIDIC communications advisor Andy Walker.

In the Middle East changes occur, these need to be made in accordance with FIDIC’s Golden Principles to safeguard the veracity of contracts. HKA’s research in the CRUX 2020 publication, reveals from over 300 projects the top 3 common causes of disputes are change of scope, contract interpretation and late design information.

Haroon Niazi, Partner and Head of HKA Middle East

The webinar, “FIDIC contracts – the gold standard for projects”, was attended by 1,000 people on Zoom with more than 600 others watching live on You Tube. The event looked at why FIDIC contracts were widely and increasingly seen as the gold standard for global infrastructure, engineering and construction projects and the benefits and confidence that they bring to all parties.

The webinar was moderated by FIDIC chief executive Nelson Ogunshakin and the speakers included Pablo Laorden, Managing Partner at Lámbal Abogados in Spain, Karen Gough, Barrister and Attorney-at-law at 39 Essex Chambers in the UK, Haroon Niazi, Partner and Head of Middle East at HKA in the United Arab Emirates, Ellis Baker, Partner and Global Head of construction and engineering at White & Case in the UK and Daduna Kokhreidze, FIDIC’s general counsel.  


Haroon Niazi said that those who weren’t currently using FIDIC contracts were missing out and they needed to get on board. Asked about the issue of the disputes mechanism in FIDIC contracts not appearing to be as effective in preventing issues in the Middle East, Niazi said that the role of the engineer was crucial especially when contracts amendments were being contemplated. “In the Middle East we do like to change things,” he said while stressing that any changes needed to be made in accordance with FIDIC’s Golden Principles to safeguard the veracity of contracts.

There were literally hundreds of questions posted in the Zoom chat and also on You Tube and it was impossible to address them all, though the panellists were worked hard by the webinar chair and a wide range of issues were covered during a lively Q&A session. Some of the questions raised included, what to do when the FIDIC Golden Principles were violated, the role of Covid on the future development of contracts, the role of the DAABs and who pays for them, how FIDIC should respond contractually to the green agenda, how FIDIC was working with the multinational deveopment banks and many more.

Summing up the discussion, Karen Gough said that it was important for FIDIC to innovate and “stay ahead of the competition” to remain the gold standard for contracts. Ellis Baker said that FIDIC’s contracts needed to be responsive to market changes to stay relevant while Haroon Niazi highlighted the need for contracts to incorporate a “behavioural element” into contracts. Pablo Laorden stressed the need to debunk people’s fears about using FIDIC contracts and persuade them that they were proven documents in the marketplace. “We need to reflect on the market needs and dynamics and reflect on all the feedback we receive from users,” said FIDIC’s Daduna Kokhreidze, who highlighted that she would be delighted to receive that feedback direct from the attendees of the webinar.

ABOUT HKA

HKA is the world’s leading consultancy of choice for multi-disciplinary expert and specialist services in risk mitigation and dispute resolution within the capital projects and infrastructure sector.  

We also have particular experience advising clients on the economic impact of commercial and investment treaty disputes and in forensic accounting matters. In addition, HKA supports companies that conduct business with the US Federal Government, providing them with consulting services on complex government contracting matters. 

As trusted independent consultants, experts and advisors, we deliver solutions amid uncertainty, dispute and overrun, and provide the insights that make the best possible outcomes a reality for public and private sector clients worldwide. 

HKA has in excess of 1,000 consultants, experts and advisors in more than 40 offices across 17 countries.  

For more information about HKA, visit www.hka.com and connect with us on LinkedIn, Twitter (@HKAGlobal) and Facebook.

The distinction between disruption and prolongation claims

Of the types of claims made for losses under construction contracts, generally, more attention is paid to claims for prolongation costs than that of disruption, yet a claim for disruption can be substantial in comparison to prolongation. So, what are disruption claims and how do they differ from prolongation claims?

A contractor is normally paid on the basis of the works carried out plus its on-site overhead costs, commonly called ‘Preliminaries’ (ie, site management staff, site huts, etc). In addition, it is paid head office overheads and profit. The contractor’s costs in relation to the actual work undertaken are referred to as ‘direct costs’ whereas those for the Preliminaries are referred to as ‘indirect costs’.

It is important to understand when making the distinction between claims for prolongation and disruption that the direct and indirect cost elements are priced and paid for in different manners. The pricing and payment for the actual work is based on the volume of work undertaken (eg, the amount of wall constructed) whereas the indirect cost are, on the most part, on the basis of time (eg, rental charges for site hitting).

A claim for prolongation costs is, in theory, relatively simple to prepare. To do so, the contractor’s time related indirect costs (its Preliminaries) during the alleged employer’s delay periods are quantified using accounts records. A prolongation cost claim endeavours to establish the additional costs of the contractor remaining on site for longer than planned, but how does a contractor recover the additional cost (loss and expense) of labour and plant (i.e. the contractor’s direct cost) that is undertaking the physical works or indeed variation works, but also ends up remaining on site longer?

It is under a disruption claim that a contractor will seek to recover these additional direct costs and this would be a relatively simple calculation if the additional cost to the labour and plant were as a result of a suspension to the work. However, this is rarely the case of most disruption claims which become more complicated when, although delayed, the contractor’s labour and plant is producing some amount of work and being paid for this work as it is completed.

This situation is complicated further when the contractor suffers delay to areas of work that are not on the critical path of its programme. Such a delay would not entitle the contractor to an extension of time, as the completion date would have not been delayed and therefore prolongation costs could not be claimed.

In such situations, a contractor could still have suffered a loss as the result of actions by the employer but is unable to recover these costs, through a prolongation claim, as the losses suffered would not be to the contractor’s indirect costs but instead to its direct costs. However, as the contractor is being paid for undertaking the works on the basis of the amount of work undertaken, why would this lead to a loss when the contractor will ultimately be paid for the works completed and, therefore, why is it necessary for the contractor to claim for disruption?

In order to answer these questions, we need to understand what form of losses a disruption claim seeks to recover. The Society of Construction Law (SCL) Delay and Disruption Protocol distinguishes disruption from delay and defines it as “a disturbance, hinderance or interpretation to the Contractor’s normal working methods, resulting in lower efficiency”. Further, the SCL advises that disruption claims “relate to loss of productivity in the execution of particular work activities” and that because of disruption “these work activities are not able to be carried out as efficiently as reasonably planned (or possible)”. The SCL notes that where disruption events are the contractual responsibility of the other party, the loss and expense incurred due to the loss of productivity may be compensable.

In order to understand this definition, it is first necessary to understand the terms ‘production’, ‘productivity’ and ‘efficiency’ and their importance in the pricing of construction contracts.

Production is the act of making or manufacturing something and it identifies the number of items produced in a given time. Production is measured as a number of outputs, eg, 20m2 of blockwork wall. On the other hand, productivity is how many items are produced within a given time. It is measured as the number of items produced divided by the time to produce the items. So, if a blocklayer can lay 20m2 of blocks in an hour, the blocklayer’s productivity is 20m2 per hour.

Unlike production and productivity, which both can be considered as quantitative measurements, efficiency is more a qualitative indicator as it is the measure of the ability to do or produce something without wasted materials, time or energy. In effect, it is how well something is produced in terms of time and effort or, in other words, how ‘good’ productivity is. Although efficiency can be described as qualitative in nature, it can be measured quantitively as a percentage ratio between input and output. For example, a typical car engine is 35% efficient meaning that due to inefficiency, 65% of the fuel’s potential energy is lost.

These terms are important to the construction industry because it is on the basis of production, productivity and efficiency that construction work is priced. For example, a blockwork walling rate would typically be priced in the following manner:

Blockwork rate per m2 = Labour per m2 + Equipment per m2 + Materials per m2

The labour cost is calculated on the time taken to lay 1m2 of blockwork multiplied by the hourly rate of that labour. Likewise, the equipment cost is calculated using the amount of time the labour needs to construct 1m2 of blockwork multiplied by the cost per hour of the equipment. The material cost is simply the cost of the materials needed to construct 1m2.

When work is priced as per the example above, in order to produce the unit output (in this case 1m2 of blockwork), the productivity of the labour and equipment are used in the rate calculation. By pricing the work on this basis, a contractor assumes a level of productivity for its labour and equipment. By assuming a set level of productivity, the contractor is also assuming a set level of efficiency. So, if the contractor is able to undertake the work more efficiently, its productivity will increase meaning a better return against the priced rate. By contrast, if the contractor’s efficiency goes down, its expected return against the priced rate will reduce.

The rates assumed by the contractor at tender stage will have been set at a level of efficiency that is near to or at the optimum level as a contractor will want to complete the works as quickly and efficiently as possible (at least in theory). In the situation where a contractor is delayed, the rate at which the contractor produces the work slows, its efficiency falls and therefore the contractor’s productivity falls. This can be caused by a number of factors for which either the contractor or the employer can be responsible including variations causing out of sequence working, incorrect or late design causing stacking of trades, shortages of materials or skilled labour, etc.

For example, if a contractor has assumed that a blocklayer can lay 20m2 of blockwork in an hour at a labour rate of $25 per hour then the labour cost is $1.25 per m2. However, if as a result of delays, the blocklayer was only able to lay 15m2 of blocks in an hour then the contractor’s cost would rise to $1.67 per m2 because of the fixed labour cost. As the contractor had assumed $1.25 per m2 in its tender, the contractor would lose $0.42 for every m2 of delayed blockwork. The essence of a disruption claim is to recover such a loss due to a productivity reduction.

This loss against productivity is also the basis of a claim for acceleration costs as an increase in productivity would also, usually, result in a drop in efficiency compared to that set within the contractor’s rates. As productivity increases due to acceleration measures, efficiency decreases due to additional labour gangs and crews working on multiple work fronts, out of sequence working, increased supervision etc. In other words, to quote an old English proverb “too many cooks spoil the broth”. As with a disruption claim, it is the loss against the assumed efficiency and rate of production that is claimed.

In principle, a disruption claim should be relatively simple to calculate. So why are disruption claims regarded with such trepidation leading to them being often neglected and presented in very basic manners, such as actual labour costs less planned labour costs?

The main issue with preparing a disruption claim is the detail of information needed to carry out the calculations to a level that adequately shows a drop in efficiency or lost productivity. The different methods of preparing disruption claims all rely on calculating losses against productivity to some extent and the method chosen is normally driven by the information that is available for its preparation. Whilst the example above appears simple, a bill of quantities can, even on relatively simple projects, include hundreds if not thousands of rates.

Disruption claims need thought, time for the detailed analysis and most of all adequate records from which to prepare the calculations. Unfortunately, disruption claims are often regarded as an afterthought once the opportunity to create these records during the progress of the works has been lost.

Construction projects are extremely complex and, in reality, disruption occurs on all projects at some level. In view of the fact the majority of a contractor’s costs lie in its direct costs as opposed the indirect costs (the 80:20 rule approximately applies), it would make sense for a contractor to record what its labour and plant is doing, where it is doing it and when it is doing it, regardless of whether it wants to raise claims or not.

Such records would assist the contractor to counter an employer’s usual rejection of the claim on the basis that the assumed level of efficiency and productivity was wrong at tender stage, and that no allowance for the contractor’s own inefficiency had been made.

With adequate records in place, the contractor should be able to compare the difference in its actual efficiency achieved for non-disrupted work activities to that of the disrupted work activities and thereby extinguishing the employer’s criticism. An employer will often demand that such an analysis (the ‘measured mile’) is undertaken but it can have a sting in the tail for the employer. As the losses in such an analysis are claimed on the difference between the actual disrupted productivity and actual non-disrupted productivity, the employer may find that it is required to reimburse the contractor beyond that of the contractor’s assumed tender productivity level. For example, on a new motorway project, a contractor was able to show from its records that the non-disrupted road construction was progressed at a considerably higher level of efficiency than assumed at tender. As a result, the employer was required to compensate the contractor for not being able to achieve this higher level of efficiency as a result of the disruption caused by the employer’s failure to provide site access to parts of the roadway.

In order to assist the tribunal, an appointed quantum expert will need to provide an opinion in relation to the quantum claimed for the loss of productivity arising from the alleged disruption events. To do this, the expert will focus on the records in relation to the time spent by the labour and plant as well as its supervision in undertaking the work activities. This is to establish whether the reduction in productivity has occurred and the quantum of any associated loss.

If an employer is found to be culpable of causing a loss to the contractor’s productivity, the sums claimed can be substantial. It would therefore also be prudent for the employer to insist that the contractor adequately records its resources in reporting progress as opposed to just accepting a head count as is often seen. This would allow the employer, for its own protection, to ensure that an appropriate analysis is undertaken to correctly value the loss (if any).

In summary, a disruption cost claim calculates the loss to a contractor’s direct costs due to a drop in efficiency and a reduction in productivity caused by the employer. It differs from a prolongation claim, which is based on the losses to the contractor’s indirect cost as a result of remaining on site longer than planned, again, due to the employer.

If you require any further information, please contact Colin Russell at colinrussell@hka.com.

Originally published in Whos Who Legal 02 June 2021

Jad Chouman, Partner & Head of Middle East ranked in Construction Week 2021 – Power 100 list

ITP – Construction Week has revealed their 12th Annual Power 100 list celebrating those shaping the Middle East’s cities and recognising and promoting the region’s excellent construction leaders.

Congratulations Jad Chouman, HKA Partner & Head of Middle East who has been listed 72 in the ranking.

About Jad Chouman

Jad I. Chouman has over 15 years’ experience in construction claims and disputes, possesses a master’s degree in Infrastructure Engineering from Tufts University, and is a Member of the Chartered Institute of Arbitrators. He has extensive experience in the preparation and assessment of delay and disruption claims, forensic investigation and litigation support services. Jad has analysed and evaluated complex delay and disruption claims considering owner and contractor generated delays and utilising various critical path methods to identify the extent and causes of delay.

This broad experience has lent itself to several projects in which Jad has consulted. This includes a variety of large projects, in which he provided expertise and support in contractual entitlement, cost engineering, and forensic delay analysis. Jad has also analysed and evaluated complex delay, disruption and acceleration claims considering owner and contractor generated delays by utilising critical path methodology.

Jad has provided claims consulting services for prestigious projects in the United States, Middle East and North Africa. Some of the projects that he has been involved in include a multi-billion US$ tunnel project, international airports, shopping malls and hotel complexes.

Over the course of his career, Jad has successfully managed large teams of consultants working to provide planning, commercial, contractual, claims management and arbitration support services for a number of different clients, including employers, contractors and subcontractors.

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