Splashbacks and upstands in Church Street

Yes. Church Street is on the patch, and the postcodes we work here are NW8, W2. It is worked on our central London run, along with the rest of Westminster. Where an event closes the road entirely, the van cannot be moved once it is in, which is a different problem from not being able to park at all. Panels come off the van in one trip where possible, since a tall piece handled repeatedly is a piece asking to be chipped. One trip is always better than three. We template in your kitchen and fit in your kitchen, so there is nothing to visit and nothing to collect.

Low-rise blocks are three or four storeys with a single stair and no lift, so pieces go up on edge and the half-landing sets the maximum length. The rear kitchen wall in ex-council flats and maisonettes is commonly dense in-situ concrete or blockwork with a thin skim, which means mechanical fixings are hard work and the splashback is held on adhesive rather than screwed. The wall makes that decision, not the brochure. Market days dictate the schedule here more than anything in the flat does - book the fit for a non-market morning or you will be carrying slabs through stalls.

The street market runs most of the week and the stalls occupy the carriageway, so vehicle access is effectively before the market sets up or after it clears. Above-shop flats are reached by a street door between stalls and a steep stair. Stone goes up on edge, and it is the half-landing turn rather than the flight itself that sets the maximum piece. Where the route is tight we break a long splashback at a natural vertical joint instead of forcing one panel through. That is agreed at template, not on fitting day.

Not particularly, and it would be easy to pretend otherwise. What the research on this patch actually lists is worktop replacement, worktop installation and worktop templating. That is a statement about the local housing rather than about the work. It is quoted, cut and fitted exactly the same way here as anywhere else on the patch. A new extension slab is not automatically level, and that wants checking before templating rather than after the stone is cut. Ordered later from a different batch, the match is not reliable exactly where the pieces meet. Sockets final before template. The junction between the original room and the extension is the point to watch, because the two floors rarely sit at the same height. Socket and switch positions have to be final before templating, because a cut-out in the wrong place means a new piece. Siliconed to the worktop, never grouted.

The catch with a galley is that both runs are seen end-on from the doorway, so any difference in overhang between the two reads immediately. Long runs almost never take a single panel, so the joint positions want agreeing before anything is templated. Joint placement is a decision, not an accident. Material is £110-£550 per square metre supply only, and templating, fabrication and fitting are quoted on their own lines.

Boxing is rarely the same depth at worktop height as it is at floor level, so measuring it low down is the usual reason a top will not sit back. It is usually what pushes a job towards a 100mm upstand instead of a full-height panel, because an upstand rides what a panel exposes. An upstand rides what a panel exposes. Any surface trunking or conduit has to be rerouted or accepted and boxed before templating, because the stone cannot be scribed around a live conduit on site. A street with houses in single occupation next to the same houses cut into flats produces two completely different jobs from the same elevation. A 100mm upstand is the low-maintenance answer, and full-height stone is the one that has to be committed to early. Same slab run as the tops.