BAILII is celebrating 24 years of free online access to the law! Would you consider making a contribution?
No donation is too small. If every visitor before 31 December gives just £1, it will have a significant impact on BAILII's ability to continue providing free access to the law.
Thank you very much for your support!
[Home] [Databases] [World Law] [Multidatabase Search] [Help] [Feedback] | ||
England and Wales High Court (Chancery Division) Decisions |
||
You are here: BAILII >> Databases >> England and Wales High Court (Chancery Division) Decisions >> Cometson & Anor v Merthyr Tydfil County Borough Council [2014] EWHC 419 (Ch) (21 February 2014) URL: http://www.bailii.org/ew/cases/EWHC/Ch/2014/419.html Cite as: [2014] EWHC 419 (Ch) |
[New search] [Printable RTF version] [Help]
CHANCERY DIVISION
Park Street, Cardiff, CF10 1ET |
||
B e f o r e :
____________________
KEVIN COMETSON ANGELA TOVEY |
Claimants | |
- and - | ||
MERTHYR TYDFIL COUNTY BOROUGH COUNCIL |
Defendant |
|
- and - | ||
R&M WILLIAMS LIMITED | Third Party |
____________________
Mr Michael Brace (instructed by Silver Shemmings LLP ) for the Defendant/Part 20 Claimant
Mr Andrew Kearney (instructed by Morgan Cole LLP) for the Part 20 Defendant
Hearing dates: 8, 9 and 10 October and 26, 27, 28 and 29 November and 3 December 2013
____________________
Crown Copyright ©
Mr Justice Morgan:
Introduction
The contract between the Claimants and the Council
"31. On 8th November 2004, Mr Cometson and Ms Tovey signed a Scheme Consent Form. This form referred to the Housing Grants, Construction and Regeneration Act 1996. The form identified the relevant property as 22 Aberfan Road. The form contained the following terms:
"We acknowledge that Merthyr Tydfil County Borough Council intend to undertake a Group Repair Scheme comprising the following properties:
[Left blank]
We acknowledge that the purpose of the Group Repair Scheme is to carry (sic) eligible works to all the participating properties included within it. (Eligible works are those works, which are needed to be carried out to the exterior envelope of the property to put the building into reasonable repair. The exterior envelope is defined as including any part of the building exposed to the elements such as roofs, walls, doors, windows and may also include works to the curtilage of the building. No internal works are carried out under the scheme unless they are a necessary adjunct to carrying out exterior works or are required to make good the interior following works to the exterior).
We further acknowledge that with the issue of a Certificate of making Good Defects all such works will be deemed to have been completed.
We hereby confirm that I (sic) wish to participate in the Group repair Scheme and as owner(s) of the above property (hereinafter called "the property") consent to Merthyr Tydfil County Borough Council arranging for the eligible works to be carried out to the property. We understand that the cost of the works to the property has been estimated at £22,417.53 and that a sum of £5604.38 is payable towards the cost of the works on demand prior to the commencement of the works. We understand that in reliance on the authorisation and consent contained in this document and subject to approval of the scheme by the Secretary or State for Wales, Merthyr Tydfil County Borough Council will enter into a contract for the whole of the works comprised in the Group Repair Scheme. By signing this form we agree to participate in the Group Repair Scheme and to pay an amount not exceeding 25% of the total cost of the works or sum determined by the notional loan."
32. There was a further page which accompanied the Scheme Consent Form (or it may have been the reverse of the Form). This stated that by giving their Scheme Consent, participants agreed to the works being carried out and they became liable to pay an apportioned contribution towards the costs; they also became liable to the clawback provisions described later on that page. The clawback provisions, which were badly expressed, identified circumstances in which the Council could claim from a participant in the scheme the difference between the costs of the works attributable to his premises and the amount of his contribution towards that cost.
33. The Scheme Consent Form bears the date 8th November 2004. Mr Cometson said that the date was not in his handwriting. It is likely to have been written by the Council officer who witnessed the signatures of Mr Cometson and Ms Tovey. It is not really in dispute that the Form was signed by them on or about 8th November 2004. I understand that the parties agree that the Scheme Consent Form was varied informally when it was agreed that the Claimants were not required to pay their contribution to the cost of the works before the works started.
34. There is a further document dated 8th November 2004, signed by Mr Cometson and Ms Tovey. The heading to this document refers to the Local Government and Housing Act 1989 and the document is described as an Agreement to Pay Contribution. By this document, Mr Cometson and Ms Tovey agreed to pay the sum of £5,604.38 direct to the Council. The document also stated:
"We understand that this sum of money is the amount that has been calculated as our contribution towards the cost of the works, and that the Council in acting as our Agent in this matter will pay this money to the builders and agencies involved in carrying out the works necessary." "
"44. Although the Scheme Consent Form does not spell out what, if any, obligation is undertaken by the Council it seems to have been implicit in the fact that the Claimants were to pay a sum of money to the Council that the Council would have some obligations. The key to what that obligation was might be said to be found in the reference to the Council "arranging for the eligible works to be carried out" to the Claimants' property. However, that reference does not provide all of the answers and in fact only gives rise to the next series of questions as to what was involved in arranging the works and what responsibility the Council would have to the Claimants in relation to the work.
…
52. Thus far, I consider it is clear that the Council was not to enter into a building contract as agent for the Claimants but the Council did take on an obligation to pay to a third party the monies it received from the Claimants. The question then arises: did the Council take on any other obligations? If so, did they contract with the Claimants to arrange for the scheme to be implemented, to arrange for a building contract to be entered into and to supervise the doing of the work under that building contract? Or did the Council's obligations go further, so that it effectively took on the responsibility to the Claimants for the works as if it were a main contractor who intended to have the works done by a building contractor as its sub-contractor?
53. In my judgment, it is right to take the step of holding that the Council took on a contractual obligation to the Claimants to organise the works involved. That obligation could not have been an unconditional obligation as early as 8th November 2004. At that stage, it was clear that the Council would only do the Group Repair Scheme if it obtained a sufficient number of participating building owners. In the event, the Council did obtain a sufficient number of participants and it did proceed to implement the scheme. As contemplated by the Claimants and by the Council, the Council entered into a building contract with a contractor. The Council had obtained the commitment of the Claimants to allow the contractor to do work on the Claimants' property. Someone had to supervise the contractor. It was plainly not envisaged that the Claimants would have that responsibility or even that entitlement. The Council would wish to be able to give instructions to the contractor in accordance with the building contract. The Council would not want individual building owners intervening in those respects. In my judgment, it was implicit in the arrangements created by the documents that the Council did take on responsibility to the Claimants in relation to the works to be done to the Claimants' property.
54. Should I go further and hold that the Council was effectively in the position of a main contractor with the building contractor as its sub-contractor? Such a relationship would not be an impossible one. Such a relationship would have had considerable benefits for the Claimants. If the terms of the main contract were held to match the terms of the sub-contract in relation to the scope and quality of the works, then a breach by the sub-contractor would also be a breach by the main contractor. If the breach caused damage to the building owner, then the building owner could sue the Council which could pass on the claim to the sub-contractor.
55. In my judgment, I should not take this further step. Taking that step is not necessary in order to make sense of the arrangements which were made. Those arrangements can work well enough on the basis which I have already described whereby the Council took on the responsibility to the Claimants for arranging for the implementation of the scheme, at any rate in relation to the works to the Claimants' property. The obligations of a main contractor are much more onerous than that. Those obligations would make the Council liable for all the defaults of the building contractor even if the Council was not directly responsible and could not have behaved differently from how it actually behaved.
56. In coming to this conclusion, I take into account the fact that the relationship between the building owners and the Council in this case was quite different from that of a typical employer and a building contractor under a building contract. With the typical relationship, the employer pays for all of the work which is to be done and the building contractor's commercial interest is in its profit margin within the price payable. If the building contractor sub-contracts part of the main contract works, then it expects to receive from the employer a margin on the price it will have to pay to the sub-contractor. In this case, the Council's interest in the scheme was as local housing authority. It wished to see the repair of properties in its area. It was to bear 75% of the cost of the works.
57. I conclude therefore that the Council's obligations:
i) did not consist of entering into a building contract as agent for the Claimants;
ii) did not involve the Council contracting with the Claimants that the Council would procure the doing of the works to the Claimants' property so as to be responsible for the quality and progress of those works;
iii) did involve the Council contracting with the Claimants to arrange for the carrying out of the Scheme at any rate in relation to the works to be done to the Claimants' property."
"In determining … what is reasonable repair, in relation to a dwelling, house or building, a local housing authority: -
(a) shall have regard to the age and character of the dwelling, house or building and the locality in which it is situated, and
(b) shall disregard the state of internal decorative repair."
"such repair as, having regard to the age, character and locality of the house, would make it reasonably fit for the occupation of a reasonably-minded tenant of the class who would be likely to take it".
"In the light of these various authorities, I would summarise the legal principles relating to an architect's obligation to inspect as follows.
…
(f) It can sometimes be the case that an employer with a claim for bad workmanship against a contractor makes the same claim automatically against the inspecting officer, on the assumption that, if there is a defect, then the inspector must have been negligent or in breach of contract for missing the defect during construction. That seems to me to be a misconceived approach. The architect does not guarantee that his inspection will reveal or prevent all defective work: see Corfield v Grant 29 Con LR 58. It is not appropriate to judge an architect's performance by the result achieved: see Jackson & Powell, at para 8–238."
The contract between the Council and the builder
"Where specified the timber is to be vacuum/pressure impregnated to a dry salt retention of 5.3kg of "Tanilith C" per cubic metre of timber. Timber must be brought, as far as possible, to its final dimensions prior to treatment. … "
The extra works
The witnesses
The structure of the remainder of this judgment
The tanking in the basement
The internal render in the basement
The ground floor
(1) The timber joists ought to have been pressure impregnated with preservative and painting preservative on to the joists was not sufficient.(2) The joists were not treated in any way with any preservative where the joists had been cut.
(3) The joists were not regular in size so that the level to which a ceiling would be affixed was not even.
(4) The joists should have been wrapped at their ends but they were not.
(5) The joists were poorly aligned over the central RSJ support.
(6) There were no lateral restraints to the joists.
(7) There was inadequate bearing over the RSJ support beams.
(8) The bolting of the joists where they lapped was ineffective.
(9) Noggins should have been provided.
(1) Preservative had been applied to the joists by brush and not by pressure impregnation.(2) The two experts could not quantify the diminution in the performance of timber where preservative was applied by brush rather than by pressure impregnation.
(3) The two experts could not say whether the ends of the joists had been treated with preservative.
(4) Joists which are installed into a cavity wall or adjacent to a cavity wall do not require end wrapping.
(5) Where timber joists bear on steel beams, they should be provided with adequate bearing over the full joist area using packing shims where necessary.
(6) It is good practice to use regularised timber for floor joists where it is known that a plasterboard ceiling is to be secured to the soffit.
(7) Noggins should have been provided to provide adequate lateral stability to the joists.
(8) If it is decided that the floor structure is not to be replaced, then the joists should be injected with a product such as ProBor 50 Preservative Paste to enhance the protection against woodwork and wet or dry rot.
(1) Pressure impregnation. The contract between the Council and the builder did not require the use of pressure impregnated timber. Such timber was not specified by the Council. When the builder delivered non-pressure-impregnated timber to site, it was accepted by the Council. I do not consider that it has been shown that the British Standards relied upon by Mr Cort require the use of pressure impregnated timber. The experts were not able to quantify the difference in performance between pressure impregnation and a brush application of preservative. It may be that pressure impregnation is a better prospect for the very long term particularly in challenging conditions but in this case, given the life of the building and the fact that the conditions were not challenging, I do not consider that the Council was at fault in accepting brush application of preservative.(2) On the evidence, it seems likely that the end grain was treated with preservative.
(3) I do not consider that it was necessary to wrap the ends of the joists or to use joist gloves. Mr Cort accepted that this was so in relation to the joists where they met the cavity wall at the front of the building. I consider that it was not necessary to wrap the ends or use joist gloves at the rear of the building because the joists which were taken out did not show damp staining and the rear elevation was relatively sheltered.
(4) The floor joists were not perfectly aligned for various reasons. However, there would be no real difficulty in attaching a ceiling to the joists by using battens and plaster board. The alignment did not mean that the joists were not in reasonable repair.
(5) In their original Memorandum of Agreement, Mr Cort and Mr Ball agreed that where timber joists bear on steel beams, they should be provided with adequate bearing over the full joist area. In this case, the builder used slate shims between the beams and the joists but the shims did not cover the full area of the joist bearing on the beams. In the course of the evidence, Mr Ball appeared to accept, at least some of the time, that the shims should be re-done. At other times, he made a reasonably persuasive case that no further work in this respect was required. Mr Evans stated that the shims could easily be re-done although he did not think that such work was needed. On balance and with some hesitation in view of the differing views which have been expressed, I consider that the way in which the shims were applied in this case was poor and not good enough to be acceptable even when applying the concept of reasonable repair as I have earlier explained it. I consider that the Council ought to have required the builder to re-do the shims.
(6) The position in relation to the noggins is very similar to the position in relation to the shims. At one point, Mr Ball appeared to be ready to accept that the noggins were inadequate. At other points he suggested that they were good enough. On balance and with hesitation, I consider that the noggins are not good enough and that the Council ought to have required the builder to re-do the noggins.
(7) The position in relation to injecting the existing floor with Boron is also somewhat difficult to assess. The Memorandum of Agreement suggested that the if the existing floor remains (and I consider that it need not be replaced) then the floor should be injected with Boron or a similar preservative. However, as the evidence became more detailed in the course of the trial, it seemed to me that there was insufficient reason to inject the floor with Boron or a similar preservative. I consider that it has not been shown that the Council was at fault in not requiring the builder to carry out such work.
The external render
(1) Some areas of the pebble dash render were inadequately covered with stones.(2) The projection of the render bells above window openings was not uniform.
(3) There were deep holes at the upper corners of the door heads.
(4) The render bells between storeys had voids.
(5) Galvanised angle beads were used on the front elevation when stainless steel beads ought to have been used.
(6) There were gaps in the render on the front elevation.
(1) With this building, the external face of the walls may be subject to a degree of deviation both horizontally and vertically.(2) If the render were to be removed, it is unknown whether it would be possible to improve on the current position as regards straightness and alignment.
(3) There can be a slight variation in density with a pebble dash finish.
(4) Some loss of pebbles occurs with time.
(5) If the rendering as a whole is not re-done, no work is appropriate in relation to the render bells above windows.
(6) Excessive voids to the horizontal bell drips to the gable elevation should be filled with cement.
(7) There was no reference to stainless steel angle beads in the contract between "the parties". (I interpret this to be reference to the contract between the Claimants and the Council).
(8) If the court decides that stainless steel angle beads are not required, then damaged areas of galvanised angle beads should be repaired using Galvafroid or similar (as opposed to bitumen paint).
(9) The only section of missing render is a small area shown in a photograph taken by Mr Cort.
(1) I find that Mr Cort has not established that there is any problem as to hollowness or lack of bond in relation to the external render.(2) There is one area where, by January 2008, pebbles had fallen from the pebble dash. The result was a deterioration in the appearance of that part of the rear elevation of the property. The effect on the appearance of the render was not, and is not, very serious. There was no clear evidence as to whether this deterioration was manifest shortly after the pebble dash render was applied in early 2007. I have considered whether it might be said that when the render was first applied, the position was satisfactory and that the deterioration only became manifest later and, if so, whether that would exonerate the Council under its contract with the Claimants. The period between the application of the render and Mr Cort's inspection was short (early 2007 to January 2008). The Council did not present the argument that the position was satisfactory when the pebble dashing was first applied. With some hesitation in view of the state of the evidence, I conclude that the area of the render where the stones had fallen away was not left in good repair when the render was completed. The appropriate work which the Council should have arranged to have done to put the render into reasonable repair was the work recommended by Mr Ball, that is, applying more pebbles with a proprietary bonding agent.
(3) The condition of the external render as regards alignment and straightness amounted to reasonable repair of this old structure.
(4) The finish as regards projection of render bells over windows amounted to reasonable repair.
(5) The minor "voids" beneath render bells did not mean that the render was not in reasonable repair.
(6) It is agreed that the Council is required to fill the larger holes in the render above door heads in order to arrange for the building to be in reasonable repair.
(7) Mr Cort has not established that there is missing render at the apex of the gable.
(8) There is agreement that there is an area of missing render and that the Council is required to arrange to re-do this area to arrange for the property to be in reasonable repair.
(9) The Council was not at fault in accepting the non-specified galvanised angle beads when it found they had been provided by the builder. Although there was not really any evidence as to the state of the angle beads at the time when practical completion was or should have been certified, there was no real opposition to the suggestion that the Council is required to treat the angle beads with Galvafroid to deal with any minor areas of damage which have resulted in some extent of local corrosion.
The roof
(1) The plastic dry verges were not the correct proprietary units for the Redland Cambrian system;
(2) The roof flashing was not sufficiently high.
(1) The Redlands literature relied upon by Mr Cort does not require the use of the Ambi-dry System in connection with a Redland Cambrian roof.(2) The contract between the Council and the builder did not require the use of the Ambi-dry System; nor did the contract between the Claimants and the Council.
(3) The use of plastic dry verges by the builder was satisfactory.
(4) The fact that the plastic dry verge was twisted does not prevent the verge and the roof being in reasonable repair.
(5) The lead flashing may have replaced the former lead flashing and the new flashing may have been placed in an existing groove, although the evidence was not clear on this point. The workmanship in respect of the lead flashing was very good. The ability to take the flashing to a greater height was restricted by the lack of space to do the work. In any event, the lead flashing was in reasonable repair. It is relevant that that area of the roof was sheltered by the verge and barge board of the adjoining roof.
(6) There was no breach of contract by the builder.
(7) There was no breach of contract by the Council.
The shop front
(1) There was no upstand on the lead flashing to the shop front.(2) The shop front timber frame was not securely fixed.
(3) The stanchions of the shop front timber frame were embedded into the concrete threshold.
(4) The shop door had been cut down.
(5) The dwarf wall was built as a cavity wall but without insulation.
(1) The shop front was taken out for the purpose of building the dwarf wall.(2) It was accepted during the course of the hearing that the dwarf wall was built in accordance with the Building Regulations at the time of its construction. Mr Cort's contention that the Building Regulations required the dwarf wall to be insulated was based on Buildings Regulations which came into force on 6 April 2006, which was after the wall was built.
(3) It was an agreed fact (see the Memorandum of Agreement dated November 2011) that the stanchions of the doors were embedded in the cement or concrete with the original form of construction. Mr Cort argued otherwise in his report dated August 2011 but this was before the Memorandum of Agreement. In any event, the photographs of the original shop fronts show the stanchions embedded in cement or concrete. It may be that the extent to which the stanchions were embedded in cement or concrete increased to a modest extent by reason of the new floor joists being deeper, and sitting higher, then the original floor joists. However, the difference was modest and I consider that it was satisfactory for the Council to arrange for the shop fronts to be put back in essentially the same way as they were before. I consider that in this respect the stanchions were in reasonable repair.
(4) It may be that the height of the door opening was reduced to a modest extent by reason of the greater depth of the new floor joists (referred to in (3) above) but the difference was modest and the shop front when replaced was in reasonable repair.
(5) The Council should have arranged for the shop fronts to be securely fixed but they did not do so.
(6) Mr Cort did not establish that there was any defect in relation to the lead flashing upstand.
The basement stairs
(1) The basement stairs were light duty.(2) The basement stairs were placed 50 mm from the wall, leading to excessive bounce in the stairs.
(3) The wall at the basement stairs was not properly rendered with the render parallel to the section above.
The stairs to first floor
The timber render stop
Timber packing door frame
Notching of the floor joists
The windows
(1) Some windows are out of square.(2) Some windows have inadequate packing between the frame and the glass.
(3) The windows are not fit for purpose.
(4) Two first floor front windows and one first floor rear window are not fitted with limiters or external guarding.
(5) One first floor rear window has a faulty mechanism.
(1) The agreement between the Council and the builder provided for tilt and turn windows replacing the earlier sash windows. The window openings were on the large side for tilt and turn windows. That agreement did not provide for the builder to fit restrictors and the builder was not in breach of contract by not fitting restrictors. However, the Council should have arranged for restrictors to be fitted.(2) The Council could, and should, have required the builder to repack and adjust the windows at the end of the defects liability period.
(3) On Mr Ball's evidence, the Council offered the Claimants to arrange for repacking and adjustment of the windows. I will later refer to the specific correspondence in relation to that matter.
(4) The Council should arrange to repair the faulty mechanism to the rear first floor window.
The rear basement doors
The rear basement windows
Summary in relation to defects
(1) Replacement of shims in relation to ground floor.(2) Replacement of noggins in relation to ground floor.
(3) Application of pebbles to small area of pebbledash on rear elevation.
(4) Filling of holes above door heads.
(5) Making good missing render.
(6) Treatment of galvanised angle beads with Galvafroid.
(7) Secure fixing of shop front.
(8) Replacement of timber render stop with angle bead.
(9) Replacement of timber packing of door with plastic packing.
(10) Fitting restrictors to windows.
(11) Repacking and adjustment of windows.
(12) Repair to scratch on rear door.
Issues as to damages
The Counterclaim
The Part 20 claim