Splashbacks and upstands in Greenwich

Yes. Greenwich is on the patch, and the postcodes we work here are SE10. It is worked on our south east London run, along with the rest of Greenwich. The realistic answer on a main road is an early slot, a spotter on the van and pieces staged in one movement rather than several trips. Splashbacks are normally the last thing off, so a short parking window is exactly when they get rushed. Handling is where these pieces get damaged. We template in your kitchen and fit in your kitchen, so there is nothing to visit and nothing to collect.

Where the side return has been filled in, the old external wall is now an internal one and still carries its render, its gutter line and its old fixings. Lath-and-plaster on the party wall and the chimney breast returns almost never runs true, so a 100mm upstand bedded on silicone is the honest answer here, it rides the bow and hides the junction the worktop can never close on its own. Decided before fabrication starts. Nothing here is square, template off the fitted units rather than the walls, and check the stair turn will take a 3m piece before quoting it as one.

The one-way system, the pedestrianised streets around the market and resident-permit-only bays mean a slab usually has to be walked in from wherever the van can legally stop, through a narrow Georgian front door and often down a tight winder stair to a lower-ground kitchen. A walk-up with winders at every half-landing means the piece is rested and re-gripped on the way, so the crew size goes up before the piece size comes down. It is usually the full-height panels rather than the tops that will not make the turn, and that only shows up when they arrive. It decides panel size before anything is cut.

Not particularly, and it would be easy to pretend otherwise. What the research on this patch actually lists is worktop templating, worktop replacement and worktop fabrication. 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. Socket and switch positions have to be final before templating, because a cut-out in the wrong place means a new piece. 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. Splashbacks and upstands are cut from the same slab run at the same time, which is the only way the batch actually matches. Siliconed to the worktop, never grouted.

An L can be mitred at the corner for a continuous look or butt-jointed over the gable, and the two are different money and different risk. The same shape decides where splashback pieces break, and a joint in a corner reads as a detail while one in a clear run reads as a mistake. 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.

The stone carries the scribe because the wall cannot be persuaded, so back edges are cut oversize and eased in rather than dropped straight down. 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. Make the wall good first, or accept the detail. The chimney breast recess must be replastered and fully dry, and the hob and extractor positions fixed, before anyone templates a full-height piece into it. Where ownership is split across a building, the common parts belong to someone else and the carry route is negotiated rather than assumed. Full-height panels need the wall made good first, which is another trade and another timescale. Same slab run as the tops.