“The final agreement was when Tony Nearey and I spoke on that Sunday before works commenced”
“The final agreement was that Countrywide would construct the walls including everything relating to those elements, including but not limited to steel, lintels, RSJ’s, etc, anything that was on the drawings prepared by Michael George and H. B. Basements (in relation to the layout of the basement and loft level including chimney/crows nest and lift shaft, and floor to the building. I also agreed they would finish and install the main soil and rainwater pipes within the building and connect to the soakaways and the pumping station (to be installed) and the mains drain.” “The final agreement was that Countrywide would construct the walls including everything relating to those elements, including but not limited to steel, lintels, RSJ’s, etc, anything that was on the drawings prepared by Michael George and H. B. Basements (in relation to the layout of the basement and loft level including chimney/crows nest and lift shaft, and floor to the building. I also agreed they would finish and install the main soil and rainwater pipes within the building and connect to the soakaways and the pumping station (to be installed) and the mains drain.”
“Our brickwork is now, on the whole, up to the underside of ground floor slab level. As such there is little more that can be economically completed until the floors are available. It will therefore be necessary in the very near future to withdraw from site until such time as future works become available, i.e. after the installation of the ground floor steel work and delivery of the precast concrete floor beams.”
“Works to the garden. Save that it is admitted that the claimant and defendant agreed that the claimant carry out certain works to the garden which were not within the scope of the original contract on a day work basis, paragraph 17 is denied. It is denied that the agreement was that such work would be paid for at the claimant’s current rates. It was agreed by the claimant and the defendant materials would be charged at a cost inclusive of the usual trade discounts and payment would be made on production of receipted invoices for those materials. Further labourers were to be covered under the preliminaries list which were charged to the defendant in any event and the bricklayer at the rate claimed at£21 per hour. “It is denied that the invoices listed at schedule 2 were rendered to the defendant. The defendant has not had sight of the invoices referred to in schedule 2. The defendant paid monies on account to the claimant after being shown timesheets and some purchase forms by the claimant, but the said timesheets were not accepted and were specifically questioned at the time as they were far in excess of any of the reasonable hours that were to be spent and including charges for the labourers who were already covered under the preliminaries. It is denied that the invoices were rendered in accordance with the agreement between the parties.”
“Countrywide would regularly produce correspondence on matters that affected their purse strings, but would never commit to any agreement or compromise to a solution in writing. I myself drafted a settlement agreement as a way to focus their minds, but they took no action in trying to agree the wording.”
“Our client has no intention whatsoever in narrowing any issues in dispute and will be ready to prepare very substantial counterclaim against your client if and when your client is misguided enough to issue proceedings.”
“The external brickwork is of varying quality and in areas has been left unpointed. There are colour mismatches in the brickwork. We understand that colour variation of bricks did cause much of the structure to be demolished and rebuilt.”
“It is not possible to comment on the future integrity of this work but we have serious concerns knowing that these are areas are to be clad which will add additional loads. It is likely that there will be on-going movement and cracking requiring additional long term maintenance and possibly even more serious issues.”
“The internal block work was of different types and strength which will lead to future differential movement cracking. Internally the building is designed to be symmetrical. There are obvious errors in the setting and amount of door opening. To remedy this problem the contractors have increased the thickness of walls by the addition of a skin and brickwork. Door widths have likewise been reduced and door opening heights have been reduced with the addition of additional lintels and brickwork over. The resultant work remains unsymmetrical and the stability of small sections of the brickwork must be called into question. This will have a detrimental effect on the finally appearance of the interior and long term cracking and continued repairs will be required.”
“The bricks vary in dimension by a considerable amount. This caused one side of the walls to be very uneven and requires a substantial amount of dumming out by the plasterer before a final plaster finish can be applied. The brickwork in the entrance hall is vertically out of line between the ground and first floors. Again, a substantial amount of dumming out will be required by the plasterer. The outer walls of the spiral staircase are likewise inaccurately constructed.”
“The external piers were out of plumb and of varying width with the upper section broader than the basis. A structural engineer employed by the clients has advised a hacking off of the projecting brickwork or piecing in new will not be possible because of a huge weight that they now support. The original intention was to render these piers adding a capital and a base. This is no longer feasible given the thickness at which the render would have to be applied. After discussion with STO the solution is to clad the piers with fibre, cement panels and fibreglass.”
“I can’t be specific what I did say as to the£15,000 and£10,000 comprising the total offer”
“Further to my letter of11th February 2003 and subsequent discussions between all the parties, I confirm that as no agreement has to date been achieved regarding your claim for additions, I am instructed to issue our interim certificate 007 for payment of the main contract works.”
“The windows are set incorrectly within the reveals with the vertical damp-proof course incorrectly positioned, and this will render the damp-proof course effectively useless. This will inevitably cause damp or water ingress and will require the rebuilding of defective openings and associated major costs in scaffolding. Some repairs have been carried out to allow the fitting of the windows within the incorrectly built openings. Additional internal plastering to first floor bathroom to equalise window reveals prior to timing.”
“Delivery was to be in a matter of months, but following delays we had to store the windows in a container because of problems with the original builder, H. T. Basements. When I looked at the window openings they were set incorrectly within the reveals. The damp proof course was incorrectly positioned and I advised Mr. Michael that this would cause damp or water ingress. Inner and outer skins of brickwork were not symmetrical which meant that the gap around the windows when they were set plumb level varied. (The reveal depth varied between the top and bottom of the window)”
“The concrete floor has been cut to allow omitted pipe work to be chased into the floor. This has severed the reinforcement and damp proof membrane. It was observed that the chases were full of water although the building was otherwise watertight. However, further visits have been advised by Polycrete Limited to ensure that future winter conditions do not cause further problems. Removal and replacement of damaged limestone tiles in the basement following the waterproof injection work, tanking of basement light wells following injection works: Redecorating of basement paintwork damaged during injection works”