“I returned to site yesterday afternoon and the underground room having been pumped dry was rapidly filling up with water again. You could see quite clearly where the water was gushing in. At this stage, before the joints are covered over, we require the structural engineer to visit site and give us a considered report, failing this we will have no option to take legal action against him to have the whole job re-done.”
“…I am very concerned that we all work together to deal with this matter. Concrete & Clay have now spent almost two weeks cutting out joints and plugging with Sika stop. Nevertheless the room is still filling up at about 30 mm a day, some 3,300 litres. Concrete & Clay have assured us that whatever it takes they will waterproof the basement and there will come a point when they give up trying to plug the holes and resort to other means which will have a cost implication as far as they are concerned. We have had an indication from the London Basement company, as the enclosed, that it would cost in the region of£25,850.00 to sort the problem out… I am holding back Concrete & Clay’s last request for payment at about£15,000 and would like to suggest to them when they feel that they need to resort to other means that we will pay them a certain amount, leaving sufficient for someone else to complete the works.”
“Further to our site meeting on19 March 2002 concerning the reported problems at the above contract, we comment as follows:- Observations The basement construction was covered on the base slab with water approximately 2-3 inches deep with signs of continual water ingress. The concrete walls were very badly compacted with numerous errors of honeycombed concrete visible in all parts of the basement including the walled joints. It was also noted that there had been some slight movement between certain wall shutters. A number of patch repairs have been conducted to the basement walls, however, these seem to be inadequate and have failed and are starting to show signs of water ingress. Comments The water ingress to the basement is a result of poor workmanship with no/insufficient compaction to the concrete, which is clearly visible due to the amount of honeycombing concrete. Doubt is also raised concerning the quality of the workmanship in the kicker joints as this will be the weakest part of the structure, however, due to the amount of water present a full inspection was not possible. Conclusions The remedial actions would require a render to the whole basement using Sika 1 Structural Tanking System and possibly additional repairs/joint repairs to depend upon further inspection. We will forward your details to our Waterproofing Division [Michael Hooper…] and have asked him to liaise with one of our specialist repair contractors and to arrange a site visit to progress this matter further.”
“PARTICULARS OF NEGLIGENCE OF THE FIRST AND/OR SECOND DEFENDANTS 30.1 failing to obtain or instruct a geotechnical report to ascertain (amongst other things) the level of the water table and soil conditions; 30.2 failing to specify any or any adequate external perimeter drainage; 30.3 in specifying volclay matting to the vertical components which the First and/or Second Defendants ought to have known were incompatible with the asphalt specified for the horizontal component; 30.4 in specifying the use of and reliance upon Sika 1 admixture in isolation rather than as part of a membrane and some system or other waterproofing system; 30.5 in failing to advise and/or monitor the said work of Concrete & Clay adequately or at all allowing it (inter alia) to cast the floor and walls contrary to specification at varying thickness with no or no adequate perimeter drainage and with inadequately contacted concrete; 30.6 in failing to advise the Claimants that the said work done by Concrete & Clay was so defective as to require to be removed and be rebuilt; 30.7 in advising the Claimants to remedy the problems caused by the defective work by way of internal render… PARTICULARS OF NEGLIGENCE AS AGAINST THE SECOND DEFENDANT 30.11 in failing to specify adequate reinforcement within the vertical components of the Garden Room…”
“2. An action founded on tort shall not be brought after the expiration of six years from the date on which the cause of action accrued. 5. An action founded on simple contract shall not be brought after the expiration of six years from the date on which the cause of action accrued. 14A (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.”
“we require the structural engineer [Attwell] to visit site and give us a considered report, failing this we will have no option to take legal action against him to have the whole job redone.”