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England and Wales High Court (Technology and Construction Court) Decisions |
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You are here: BAILII >> Databases >> England and Wales High Court (Technology and Construction Court) Decisions >> Vinci Construction UK Ltd v Eastwood And Partners (Consulting Engineers) Ltd & Anor [2023] EWHC 1899 (TCC) (24 July 2023) URL: http://www.bailii.org/ew/cases/EWHC/TCC/2023/1899.html Cite as: [2023] PNLR 30, [2023] EWHC 1899 (TCC), [2023] BLR 490, 209 Con LR 202 |
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BUSINESS AND PROPERTY COURTS OF ENGLAND AND WALES
TECHNOLOGY AND CONSTRUCTION COURT (KBD)
Rolls Building London, EC4A 1NL |
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B e f o r e :
____________________
VINCI CONSTRUCTION UK LIMITED |
Claimant |
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- and - |
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(1) EASTWOOD AND PARTNERS (CONSULTING ENGINEERS) LIMITED (2) SNOWDEN SEAMLESS FLOORS LIMITED |
Defendants |
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- and - |
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GHW CONSULTING ENGINEERS LIMITED |
Third Party |
____________________
Simon Hale (instructed by Reynolds Porter Chamberlain LLP) for the Third Party
Hearing date: 14th June 2023
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Crown Copyright ©
Mrs Justice O'Farrell:
i) an application by the third party ("GHW") for reverse summary judgment against the second defendant ("Snowden") in respect of the Additional Claim on the ground that Snowden has no real prospect of succeeding on the claim because it is statute-barred; and
ii) an application by GHW to strike out Snowden's claim for contribution pursuant to the Civil Liability (Contribution) Act 1978 on the ground that the Additional Particulars of Claim disclose no valid cause of action against GHW.
i) although its claim in contract is time-barred, Snowden has a real prospect of succeeding on the claim in negligence at trial because the claim is not time barred either under section 2 or section 14A of the Limitation Act 1980; and
ii) the contribution claim is arguable and no limitation issue arises in respect of such claim.
Background facts
Proceedings
i) adopted the design concept of an unbonded non-structural overlay slab which: (a) did not provide adequate support for loads; (b) was not thick enough; (c) was unsuitable for heavy warehouse traffic; and (d) was not in accordance with industry guidance;
ii) failed to consider the loading requirements or the performance of the overlay slab, and the preparatory work to the existing slab;
iii) adopted and constructed a design in which the joints of the existing slab were not mirrored in the overlay slab;
iv) failed to warn of the 'inherent weaknesses in the design'; and
v) failed to warn of the potential effects of omitting the 25mm sand layer.
"3. The claims advanced against GHW are time-barred under the Limitation Act 1980 ("the LA") or analogy with the LA and/or are otherwise precluded by the equitable doctrine of laches and/or acquiescence.
4. GHW was engaged to develop the design of the Overlay Slab in May 2013. GHW carried out its design development in May to July 2013. The Overlay Slab was constructed by Snowden in July 2013. Pursuant to Section 2 and/or section 5 of the LA, the claims against GHW are time-barred because the Claim Form was issued on 8 April [2022] which is more than six years from the date on which the cause of action accrued.
5. Further and alternatively, in relation to the tortious claims against GHW, Vinci alleges in its Particulars of Claim that it was apparent that the industrial floor in the Low Bay Warehouse had developed damage and/or defects by September 2013. Pending the provision of full and proper disclosure and witness statements, GHW understands that by the aforesaid date or, alternatively by April 2014 at the latest (at the time when GHW and Snowden were asked to comment on appropriate remedial works), Snowden had both the knowledge required for bringing an action for damages and the right to bring such action. In the premises, the starting point referable to section 14A of the LA was September 2013 or alternatively by 1 April 2014, with the three-year period for bringing a claim expiring in September 2016 or alternatively March 2017. The claims against GHW are thus time-barred under section 14A of the LA.
6. GHW and Snowden entered into a standstill agreement dated 7 May 2021 and a subsequent standstill agreement dated 21 October 2021. The relevant cumulative effect of the said standstill agreements was to suspend time for a "Limitation Defence" from 7 May 2021 to 6 months after the date of the second standstill agreement, namely 21 March 2022. For the avoidance of doubt, the standstill agreements do not affect the fact that the claims against GHW are time-barred because the claims were already time-barred by the time the first standstill agreement was entered into.
7. The remainder of this Defence is provided without prejudice to GHW's right to apply to strike out Snowden's claims and/or for summary judgment thereon as the claims are time-barred. "
"6.2. As for the claim in tort:
6.2.1. It is denied that Snowden had the requisite knowledge in September 2013. As alleged by GHW in paragraph 37 of its Defence, GHW advised in April 2014 that the breakdown of the Overlay Slab was caused by heavy trafficking exceeding the uniform distributed load ("UDL") of 40kN/m2 and/or the settlement of the Existing Slab and not any alleged defects in the design of the Overlay Slab.
6.2.2. At the very earliest, Snowden did not acquire the knowledge required by section 14A of the 1980 Act until it received a letter from Vinci on 25 May 2018 when, for the first time, Vinci suggested it may make a claim against Snowden on the basis that the design of the Overlay Slab may have caused or contributed to its failure. Accordingly, Snowden had until 25 May 2021 to bring a claim against GHW.
6.2.3. As pleaded in paragraph 6, Snowden and GHW entered into a standstill agreement on 7 May 2021, which suspended the time for a limitation defence from 7 May 2021 until a further standstill agreement was entered into on 21 October 2021, which extended time until 21 April 2022 ("the Standstill Agreements").
6.2.4. The claim form was issued on 8 April 2022 and, therefore, prior to the expiry of the Standstill Agreements.
6.3. The allegation that the claims are time barred by "analogy with the LA" in paragraph 3 is embarrassingly vague and, in any event, denied. Defences do not arise by analogy with a statute.
6.4. It is further denied that the claims advanced against GHW or precluded by the equitable doctrine of laches and/or acquiescence. No particulars of the alleged defence are pleaded and it is not alleged that it would be unfair for the court to grant relief to Snowden."
The application
i) summary judgment pursuant to CPR 24.2 on the Additional Claim on the grounds that Snowden has no real prospect of succeeding on the claim and there is no other reason why the claim should be disposed of at trial; and
ii) an order that the claim advanced pursuant to the Civil Liability (Contribution) Act 1978 be struck out pursuant to CPR 3.4(2)(a) on the grounds that the particulars of claim disclose no valid cause of action against GHW.
The summary judgment test
"The court may give summary judgment against a claimant … on the whole of a claim or on a particular issue if –
(a) it considers that –
(i) that claimant has no real prospect of succeeding on the claim or issue; … and
(b) there is no other compelling reason why the case or issue should be disposed of at a trial."
i) The court must consider whether the claimant has a "realistic" as opposed to a "fanciful" prospect of success: Swain v Hillman [2001] 1 All ER 91.
ii) A "realistic" claim is one that carries some degree of conviction. This means a claim that is more than merely arguable: ED & F Man Liquid Products v Patel [2003] EWCA Civ 472 at [8].
iii) Where the applicant has adduced credible evidence in support of the central issue that is said to justify summary judgment, the respondent comes under an evidential burden to prove that its claim has a reasonable prospect of success: Sainsbury's Supermarkets Limited v Condek Holdings Limited and Others [2014] EWHC 2016 (TCC) at [13].
iv) However, in reaching its conclusion the court must not conduct a "mini-trial": Three Rivers District Council v Governor and Company of the Bank of England (No 3) [2003] 2 AC 1 at [95]; Okpabi v Royal Dutch Shell [2021] UKSC 3 at [110].
v) The court must take into account not only the evidence actually placed before it on the application for summary judgment, but also the evidence that can reasonably be expected to be available at trial: Royal Brompton Hospital NHS Trust v Hammond (No 5) [2001] EWCA Civ 550; Okpabi at [127]-[128].
vi) The court should hesitate about making a final decision without a trial, even where there is no obvious conflict of fact at the time of the application, where reasonable grounds exist for believing that a fuller investigation into the facts of the case would add to or alter the evidence available to a trial judge and so affect the outcome of the case: Doncaster Pharmaceuticals Group Ltd v Bolton Pharmaceutical Co 100 Ltd [2007] FSR 63.
vii) If the court is satisfied that it has before it all the evidence necessary for the proper determination of a short point of law or construction and the parties have had an adequate opportunity to address the question in argument, it should grasp the nettle and decide it. It is not enough to argue that the case should be allowed to go to trial because something may turn up which would have a bearing on the question of construction: ICI Chemicals & Polymers Ltd v TTE Training Ltd [2007] EWCA Civ 725 at [11]-[14]; Easyair Ltd (t/a Openair) v Opal Telecom Ltd [2009] EWHC 339 (Ch) at [15].
Limitation
Limitation period under Section 2 of the Limitation Act 1980
i) A claim in tort based on negligence is incomplete without proof of damage. There are two kinds of loss which are recognised as actionable damage for the tort of negligence, namely, physical damage and economic loss: Rothwell v Chemical & Insulating Co Limited [2007] UKHL 39 per Lord Hoffmann at [7]; Co-Op v Birse (above) per Stuart-Smith J at [17]; URS v BDW at [68].
ii) In a case where there is physical damage, the current state of the law is that the claimant's cause of action accrues when that physical damage occurs, regardless of the claimant's knowledge of the physical damage or its discoverability: Cartledge v Joplin [1963] AC 758; Pirelli (above) per Lord Fraser at pp.16F-18G; Ketteman (above) per Lord Keith at p.205G; Abbott (above) per Tuckey LJ at [19]-[20]; URS v BDW at [83].
iii) In a case where there is economic loss, the claimant's cause of action accrues when the claimant relies on negligent advice or services to its detriment, including incurring a liability (unless such liability is purely contingent, in which case it is not actionable damage until there is measurable loss): Forster v Outred (above) per Dunn LJ at p.99F; Knapp v Ecclesiastical Insurance Group plc [1998] PNLR 172 (CA); Law Society v Sephton [2006] UKHL 22; Axa Insurance Limited v Akther & Derby [2009] EWCA Civ 1166 per Arden LJ at [30]-[33]; Co-Op v Birse (above) per Stuart-Smith J at [43]-[55]; URS v BDW at [102].
iv) In a case where the claimant relies on negligent advice or services and, as a result, the structure contains an inherent design defect which does not immediately cause physical damage, the claimant's cause of action accrues at the latest on completion of the structure, at which point the claimant has a defective asset and suffers economic loss, regardless of its knowledge of the latent damage: Murphy v Brentwood District Council [1991] 1 AC 398 per Lord Keith at p.466E-F; Lord Bridge at p.475; New Islington and Hackney Housing Association Ltd v Pollard Thomas & Edwards Ltd [2001] PNLR 20 per Dyson J at [38]-[43]; URS v BDW at [88].
v) Pirelli remains good law in cases concerning physical damage but, in the light of the above authorities that an inherent design defect in a structure can give rise to pure economic loss, it may require careful consideration: URS v BDW at [114-116].
"Further to our meeting on site yesterday I would comment as follows.
The overlay slab to the low bay area was bouncing at the sawn induced joints under loading from forklift trucks crossing the joint. We understand that this has happened to a number of joints and that a large number of these have already been pressure injected with resin which has currently cured the situation.
The concern is that for that to occur then settlement of the sub slab which has been overlaid must have taken place. The sawn induced joints are then deflecting to meet the sub slab under load but remain elastic so they return back to their original position after the load is removed. If left untreated the impact of the load will increase the settlement of the sub slab which will eventually result in a breakdown of the overlay slab. Constructing a thinner overlay slab on a layer of sand would not have prevented this.
The remaining affected joints are therefore to be pressure injected as already undertaken.
The long term concern is if the sub slab continues to settle…"
"…1.6 We are aware that sections of the overlay slab subject to heavy trafficking have shown signs of settlement of the existing sub slab at joint locations. This can be noted by the apparent 'bouncing slab' effect. Low viscosity grout has been injected at these locations to plug the void but in certain locations the problem has returned. This indicates an ongoing settlement problem of the supporting sub slab and not a failure of the grout injection.
1.7 In the areas of floor that you are intending to break out and replace the slab has suffered significant cracking despite the close location of sawn induced joints. This indicates that there is a failure of the existing sub slab."
Limitation period under section 14A of the Limitation Act 1980
"(1) This section applies to any action for damages for negligence, other than one to which section 11 of this Act applies, where the starting date for reckoning the period of limitation under subsection (4)(b) below falls after the date on which the cause of action accrued.
(2) Section 2 of this Act shall not apply to an action to which this section applies.
(3) An action to which this section applies shall not be brought after the expiration of the period applicable in accordance with subsection (4) below.
(4) That period is either—
(a) six years from the date on which the cause of action accrued; or
(b) three years from the starting date as defined by subsection (5) below, if that period expires later than the period mentioned in paragraph (a) above.
(5) For the purposes of this section, the starting date for reckoning the period of limitation under subsection (4)(b) above is the earliest date on which the plaintiff or any person in whom the cause of action was vested before him first had both the knowledge required for bringing an action for damages in respect of the relevant damage and a right to bring such an action.
(6) In subsection (5) above "the knowledge required for bringing an action for damages in respect of the relevant damage" means knowledge both—
(a) of the material facts about the damage in respect of which damages are claimed; and
(b) of the other facts relevant to the current action mentioned in subsection (8) below.
(7) For the purposes of subsection (6)(a) above, the material facts about the damage are such facts about the damage as would lead a reasonable person who had suffered such damage to consider it sufficiently serious to justify his instituting proceedings for damages against a defendant who did not dispute liability and was able to satisfy a judgment.
(8) The other facts referred to in subsection (6)(b) above are—
(a) that the damage was attributable in whole or in part to the act or omission which is alleged to constitute negligence; and
(b) the identity of the defendant; and
(c) if it is alleged that the act or omission was that of a person other than the defendant, the identity of that person and the additional facts supporting the bringing of an action against the defendant.
(9) Knowledge that any acts or omissions did or did not, as a matter of law, involve negligence is irrelevant for the purposes of subsection (5) above.
(10) For the purposes of this section a person's knowledge includes knowledge which he might reasonably have been expected to acquire—
(a) from facts observable or ascertainable by him; or
(b) from facts ascertainable by him with the help of appropriate expert advice which it is reasonable for him to seek;
but a person shall not be taken by virtue of this subsection to have knowledge of a fact ascertainable only with the help of expert advice so long as he has taken all reasonable steps to obtain (and, where appropriate, to act on) that advice."
i) such facts about the damage as would lead a reasonable person who had suffered such damage to consider it sufficiently serious to justify instituting proceedings; and
ii) that the damage was attributable in whole or in part to the act or omission which is alleged to constitute negligence.
"[9] Thus, as to the degree of certainty required, Lord Donaldson of Lymington MR gave valuable guidance in Halford v Brookes [1991] 1 WLR 428, 443. He noted that knowledge does not mean knowing for certain and beyond possibility of contradiction. It means knowing with sufficient confidence to justify embarking on the preliminaries to the issue of a writ, such as submitting a claim to the proposed defendant, taking advice, and collecting evidence: "Suspicion, particularly if it is vague and unsupported, will indeed not be enough, but reasonable belief will normally suffice." In other words, the claimant must know enough for it to be reasonable to begin to investigate further.
[10] … it is not necessary for the claimant to have knowledge sufficient to enable his legal advisers to draft a fully and comprehensively particularised statement of claim … what was required was knowledge of the essence of the act or omission to which the injury was attributable: Nash v Eli Lilly & Co [1993] 1 WLR 782, 799 …
[11] … The statutory provisions do not require merely knowledge of the acts or omissions alleged to constitute negligence. They require knowledge that the damage was "attributable" in whole or in part to those acts or omissions. Consistently with the underlying statutory purpose, "attributable" has been interpreted by the courts to mean a real possibility, and not a fanciful one, a possible cause of the damage as opposed to a probable one: see Nash v Eli Lilly & Co [1993] 1 WLR 782, 797-798. Thus, paraphrasing, time does not begin to run against a claimant until he knows there is a real possibility his damage was caused by the act or omission in question."
"The low bay slab was constructed as an overlay slab only. The sub slab was in poor condition and we understand that this is continuing to settle.
Cracks in this slab could be repaired but if the sub slab is continuing to settle then these cracks will continue to open…
The slabs should be replaced with a piled slab."
"I don't want to cause unnecessary problems for any of us but the answers that have been provided are of extreme concern and more anecdotal than factual. Andy had an opportunity to inspect the existing Low bay slabs prior to confirmation of his design, making these points now is not helpful and would appear to [sic] have to little fact or consideration. Why were these points not raised before works started?"
"The bigger problem here is that these repairs will fail again as the sub slab is failing so any ongoing maintenance is going to be frequent and costly.
I would again strongly advise that investigation is carried out on the sub slab and ground beneath so that the client is fully aware of why his slab is failing and his expectations on repair life and future maintenance.
As it currently stands no guarantee or design liability can be given to any repair carried out…"
"Without prejudice:
GHW appear to be misunderstanding what we are asking of you.
We need a considered design for the emergency repairs in terms of dowel positions, rebar, method and type of repair. The overlay slab is your design hence we are asking for your input with the repairs…
We can only assume that the sub slab is capable of taking the loads imposed, to the same extent as was assumed at the time of design and construction. We are not trying to place blame here, we are trying to get documentation together to describe more definitively the works we plan to carry out…
This phase of the repairs is not about trying to cater for the underlying issues, but it is about maintaining joint positions, filling joints appropriately with a flexible yet hard material, it's about making a robust and well considered repair using suitable materials. We have waited long enough for this information and are now becoming embarrassed at the situation in which we find ourselves."
"As you are aware the overlay slab (overlay of an existing concrete slab) has exhibited much cracking and in places has broken up. You have carried out various resin repairs and concrete repairs to this slab over the past few years …
You carried out the construction of this overlay slab under a design and build subcontract. An outline design was provided by our consultant (Eastwood and Partners), but the design was modified by your consultant (GHW) to inter alia, omit the sand layer between the existing slab and the new slab, change the joints type and layout and to change the type and location of the mesh reinforcement. The mesh was specified by Eastwood and partners as A193 top mesh but was modified by GHW to an A142 bottom mesh…
We were called to a meeting with the Employer which was also attended by a consultant, Tony Hullett of Face Consultants, engaged by the Employer… He made a verbal presentation that the overlay slab has 'curled' leaving the slab effectively as a series of dished sections, the corners of which break when they are trafficked by forklift trucks which operate in the warehouse. In his opinion concrete slabs always 'curl' as the top dries out quicker than the bottom and if the slabs had been laid on top of a sub base they could have sunk into the sub base slightly and the corners would be less likely to break or crack. As the new slab is overlaid on top of an existing slab, a slight void between the new slab and the existing slab will exist where the corners of the new slab have 'curled up'. The pattern of cracking around the intersection of four slab panels supports the curling theory. When forklift trucks traffic over the new slab it breaks or cracks against the existing slab. In his opinion this is a known problem when overlaying existing slabs and is a reason why such a method of construction is rarely used and Mr Hullett discredited the very idea of overlaying an existing slab. The worst cracking occurs along the routes taken by the forklift trucks.
Settlement of the ground below the existing slabs was mentioned in the meeting but Mr Hullett dismissed it as a cause of slab cracking….
It was his further opinion that it is impossible to repair the cracked slab, and replacing the cracked slab with another concrete slab was described as futile as the same problem would occur again. Indeed the area of severe damage which we removed and replaced with concrete had cracked again and further repairs had been necessary…
The Employer holds us responsible for the failure of the slab…
This work will come at substantial cost and as you have designed and constructed the slab we may seek reimbursement from you if these costs are claimed from us by the Employer or incurred by us in the first instance.
We suggest that we meet to discuss these matters and that you provide your comments on Mr Hullett's findings as set out in this letter. We would also suggest that you involve your consultant GHW as they were involved in the design on your behalf…"
Contribution claim
"The court may strike out a statement of case if it appears to the court:
…
(a) that the statement of case discloses no reasonable grounds for bringing or defending the claim …"
i) If the pleaded facts do not disclose any legally recognisable claim against a defendant, it is liable to be struck out. However, the application must assume that the facts alleged in the pleaded case are true.
ii) It is not appropriate to strike out a claim in an area of developing jurisprudence, since in such areas, decisions as to novel points of law should be based on actual findings of fact: Barratt v Enfield BC [2001] 2 AC 550 per Lord Browne-Wilkinson at p.557; Philipp v Barclays Bank UK plc [2022] EWCA Civ 318 per Birss LJ at [20].
iii) The court must be certain that the claim is bound to fail; unless it is certain, the case is inappropriate for striking out: Hamida Begum v Maran (UK) Ltd [2021] EWCA Civ 326 per Coulson LJ at [22]-[24]; Rushbond v JS Design Partnership [2021] EWCA Civ 1889 per Coulson LJ at [41]-[42].
Conclusion
i) The claim by Snowden against GHW for breach of contract is bound to fail because it is statute-barred and must be struck out.
ii) The remaining part of GHW's application for summary judgment and/or strike out is dismissed.
iii) The parties should be given an opportunity to plead their respective cases on the contribution claim so that the scope of the issues can be defined.