“Para 9: The light well wall has been painted and there is no evidence of recent significant movement. “Para 11: The width of the wall at high level is 225mm brickwork with a stone plinth with case iron railings. The case iron railings are leaning out towards the road by about 50mm over their height. The railings were easily moved by light hand pressure where they are not braced. “Para 13: Some of the mortar joints have gone in the stonework below the hand railing. “Para 14: The left hand section of handrail and stone slab is loose. “Para 15: Part of the section supporting the gate has corroded at the front edge and the handrail can be relatively easily moved by light hand pressure. “Para 16: The light well wall on the property next is also showing signs of movement although not as pronounced. “In order to rebuild the upper section of the wall it would be necessary to lift the paving slabs and partially close the footpath. This would be a significant undertaking and as there is no evidence of recent significant movement it may be more appropriate to undertake minor works and monitor the wall for signs of further outward movement. “As a minimum, they have suggested that the gate is repaired, and the railings additionally braced to the front wall of the property to prevent rotation of the stone plinth at the top of the wall. “This brace would be located above the basement window. The plinth could then be re-pointed and pinned in position. “If the wall shows any sign of further movement then temporary bracing may be required, pending closure or partial closure of the footpath to undertake excavation and building work. “We have instructed works to be carried out as per their recommendations and these will be incorporated within the major works currently taking place.”
“Revised spec as agreed with Lewis Berkeley/mason navarro after existing brickwork had disintegrated and no fixing could be obtained and additional brickwork has to be removed back to solid substrate. Revised spec in situ ( sic ) concrete with reinforcing bar and dowel fixed into brickwork with additional steel strapping to external face of brickwork. Costs£7,735.00 .”
“At the hearing, the [First Respondent] produced a document from a Builder (Peter Ives) who inspected the work done and estimated that it could have been done for£1,510 – rather than£5,500 [the actual amount sought was£7,7735 ]… “Using our general knowledge and experience, we agree with Mr Ives and we allow£1,510 for the work done by Carringtons. It appears that the Surveyor was involved with the Second Works – so we add 10% -£151 =£1,661 . “In addition, in the absence of any evidence as to the cost of the engineer’s report… we allow£500 as the reasonable cost thereof…”