“The top triangle of brickwork forming the front gable wall above first floor window head level appears to be out of plumb…parts of the wall seem to lean inwards and parts seem to lean outwards…there are decorative brick corbels at the eaves of this gable wall. This corbelled brickwork is deformed. Generally speaking, the facing bricking workmanship is of an exceptionally poor quality around the entire building. The thickness of perpend and bed joints varies considerably, and perpend joints do not line up. Mortar joints have not been finished off properly. Mortar joints where concrete lintels meet brickwork are very poorly formed. On the rear elevation there appear to be some slight ripples in the face brickwork. It looks as though the bricks have been laid by a person without any training in bricklaying. We are of the opinion that the deformation of the brickwork of the front gable wall is due to exceptionally poor workmanship rather than due to structural movement. However, in view of the obvious lack of care and expertise exhibited by the bricklayers, one is led to think that perhaps there are hidden defects in the facing brickwork also. Namely, have sufficient cavity wall ties been provided, have the wall ties been fixed to the timber frame properly and has the deformation of the wall resulted in the cavity wall ties having insufficient embedment in the brickwork. We recommend that the top triangle of brickwork of the front gable wall be taken down to first floor window head level. The wall ties for the top triangle of the gable wall should then be inspected. If the wall ties are adequate, the brickwork should be rebuilt plumb. If there are insufficient wall ties, or if the wall ties have been poorly fixed, then a general survey of the wall ties throughout the building would be justified…”
“… I was able to view inside the cavity to establish if sufficient wall ties had been used by the builder during the construction process. To my amazement, I have established that throughout the cavity area at the rear elevation of the house, there appears to be no more than twenty wall ties securing the outer skin of bricks to the timber frame. This area measures almost 70 square metres and when you consider that there should be at least four wall ties within a square metre, then you don’t have to be Einstein to realise that I am a few short. … I have today spoken to Mr Gerald King who I am sure you are aware of from the NHBC. He was appalled at what I told him and tomorrow will be initiating an enquiry with the inspections manager to establish who represented the NHBC during the build process and why they missed out the fact that the wall ties had not been fitted to the house or the under cloaking to the garage, both of which are NHBC requirements.”
“The remedial options are:- Remove the outer brick leaf to damp proof course level and rebuild the walling, ensuring the wall ties are inserted in the correct positions. This will also resolve the other reported brickwork problems such as the chipped bricks, brickwork out of alignment and areas of unsatisfactory standard of brickwork. If the builder proposes to install remedial wall ties instead of rebuilding the brick outer leaf, the builder should provide full details of the installation method to NHBC and the owner for approval before works commence … the repair must not be noticeable on completion.”
“Following the borascope investigation and the appointment of Mr Clive Ringer, the situation appeared to be finally showing a more positive direction. The day he and Mr Smith came to our home to inspect the faults, it was decided conclusively by them both that the outer brickwork would have to be removed totally and the wall ties inserted into the timber structure then, for the brickwork to be re-constructed in line with the NHBC standards. This was a turning point for us and I can remember saying to my wife how finally we may be nearing a resolution, but our hopes were short-lived when during your visit you asked us to consider giving Nick Tombs the opportunity to carry out remedial repairs to various areas of brickwork after he had told you he was confident he could carry out the repairs without the work showing. I think this was a little bit insensitive of you when you consider he was the original contractor that had allowed his so-called skilled labour to build the house and breach the NHBC standards in the process and because of this man, we are in this very stressful situation.”
“I met with the Bulls the following week to put this [Mr Tombs’ offer] to them. An amicable meeting occurred, but they were not willing to accept this and had no trust or faith in Mr Tombs – to which I have to agree. It was concluded that we would progress the complete replacement of the brickwork.”
“It is because I cannot offer you a cast iron guarantee that your programmes will be met and not wishing to adversely affect your programme that I recommend that Thetford plots 15,16 and 17 are given to another sub-contractor, at Witchford plots 19 and 20 are given to another sub-contractor, at Ely plots 152 and 153 are given to another sub-contractor and that at Caldecote, plots 223 onwards are given to another sub-contractor so that you may attempt to meet your programmes as per our conversation of this morning. With regard to Witchford, I would recommend whilst you have a site agent who is slightly less capable than David Pugh was at Thetford (although David was a better man manager), you should seek another sub-contractor for the remainder of the site.”
“The General Conditions were not printed on the back. The actual Conditions were sent with this front sheet. They would be behind. They were sent out every single time.”
‘Every single time?’
“I received your letter dated16th April 2003 entitled ‘brickwork payment’. There was no cheque enclosed as stated in your letter, however, I was able to collect one from your Newmarket office for the amount stated… your letter stated that I would receive a breakdown of what was included in the cheque which I collected for£7.872 .68. I have yet to receive this breakdown and so I have been unable to remove this amount from the total that your company owes.”
“the comment that they paid me£7,872.68 on account is true….”
“Q: You accept, I think, that WCL could check the invoice? A: Yes, I do not dispute that. Q: If it therefore took longer than a week to check the invoice prior to payment, that was not unreasonable? A: No, it was not unreasonable.”
“Where there is such a duty [to pay by instalments] it is a question in each case whether failure to pay is a repudiation. Failure to pay one instalment out of many due under the terms of the contract is not ordinarily sufficient to amount to a repudiation.”
“If the employment of the Sub-Contractor shall be determined as aforesaid or in any other way, then the Sub-Contractor shall be deemed to be in breach of this sub-contract and …the Company shall only be liable to the Sub-Contractor for the value of any work actually and properly completed and not paid for at the determination and for no other sum or sums whatsoever and shall have the right to recover or deduct from or set off against any such amount the amount of damage suffered and/or loss and expense incurred by the Company by reason of the determination of this contract under this clause”
“The reason why the lack of wall ties was not picked up during the build by Wilson Connolly’s own staff or the NHBC or myself was because the wall ties inserted matched the specification we were all working to.”
“As far as I am aware, Mr Tombs’ gangs put in the number of ties that they were required to according to the specifications laid down by the timber frame manufacturers and/or the NHBC inspectors.”
“The sheet was marked by hand to indicate a spacing of wall ties at 2.5 m² at 600mm vertical centres which the Site Manager instructed him to follow.”
“It is stated by Mr Tombs that he was instructed to install the wall ties at 2.5 per m², and this is the figure that had been circled in pen on the copy of Table B in the Helifix literature exhibited.”
“For the avoidance of doubt, the Company may employ others to make good any defects for which the Sub-Contractor is responsible which appear in the sub-contract works without informing the sub-contractor and the company is not obliged to first afford the sub-contractor an opportunity to remedy the defects itself.”