“3. The claims advanced against GHW are time-barred under theLimitation 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/orsection 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 tosection 14A of the LA was September 2013 or alternatively by1 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 undersection 14A of the LA . 6. GHW and Snowden entered into a standstill agreement dated7 May 2021 and a subsequent standstill agreement dated21 October 2021 . The relevant cumulative effect of the said standstill agreements was to suspend time for a “Limitation Defence” from7 May 2021 to 6 months after the date of the second standstill agreement, namely21 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/m 2 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 on25 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 until25 May 2021 to bring a claim against GHW. 6.2.3. As pleaded in paragraph 6, Snowden and GHW entered into a standstill agreement on7 May 2021 , which suspended the time for a limitation defence from7 May 2021 until a further standstill agreement was entered into on21 October 2021 , which extended time until21 April 2022 (“the Standstill Agreements”). 6.2.4. The claim form was issued on8 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.”
“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.”
“[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.”
“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?”
“We can then review and look to apportion liability.”
“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…”
“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 …”