Splashbacks and upstands in Becontree Heath

Yes. Becontree Heath is on the patch, and the postcodes we work here are RM8, RM10. It is run from the Essex side, covering Essex & East London. A drive that shelves towards the house needs the van chocked and the trolley controlled, since a loaded A-frame gathers speed quickly on a slope. Upstands travel in a crate and can wait on the van, which gives some flexibility a full-height panel does not. 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.

Walls are dense block or in-situ concrete with a bonded plaster, so the bottom course of tiles brings plaster with it when the old top comes off. 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. The private 1930s semis here have deeper rooms than the estate houses next door, so we do not assume the standard Becontree layout when quoting.

Main roads through here are busy and junction-heavy, but the side streets have driveways, dropped kerbs and side gates, so the actual unloading is usually done off the main route. Rear access usually lets us fit longer pieces whole, so the join count ends up decided by the slab rather than by the building. 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. Joint positions follow from that. Tell us what the approach looks like when you book the template and it gets built into the day rather than discovered on it.

Not particularly, and it would be easy to pretend otherwise. What the research on this patch actually lists is worktop design & quotation, worktop installation and worktop replacement. 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. The junction between the original room and the extension is the point to watch, because the two floors rarely sit at the same height. Ordered later from a different batch, the match is not reliable exactly where the pieces meet. Same batch, same run, same day. 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. Siliconed to the worktop, never grouted.

Seating overhangs past roughly 300mm will not carry on the carcass alone, so flat steel bar or a plywood substrate has to be built into the units first. Long runs almost never take a single panel, so the joint positions want agreeing before anything is templated. Corners get their own pieces. Material is £110-£550 per square metre supply only, and templating, fabrication and fitting are quoted on their own lines.

Walls that bow along their length are the normal condition rather than the exception, and a straight-cut back edge will show a shadow gap at one end and touch at the other. A tall panel that fits at the worktop will stand off the wall at the top unless the wall is dubbed out or the panel is scribed. Make the wall good first, or accept the detail. 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. Managed stock usually comes with its own rules about working hours, waste, and who is allowed on site. A 100mm upstand is the low-maintenance answer, and full-height stone is the one that has to be committed to early. Decided before fabrication, not after.