Splashbacks and upstands in Chelsea Harbour

Yes. Chelsea Harbour is on the patch, and the postcodes we work here are SW10. It is worked on our west London run, along with the rest of Kensington and Chelsea. Time-limited bays are camera-enforced across a lot of managed estates, so the unload runs to the clock and the van moves off afterwards. Panels come off the van in one trip where possible, since a tall piece handled repeatedly is a piece asking to be chipped. Handling is where these pieces get damaged. Nothing needs visiting and nothing needs collecting: the template is in your kitchen and so is the fit.

A tower block runs one or two lifts for many floors, so a lift out of service postpones a job rather than making it harder. 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. Old plaster rarely gives you a flat metre. The face of a breast is rarely flat, and a top returning onto it picks up that bow across the last few hundred millimetres of its length. 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. A downstand sets the panel height, not the wall units.

A car that answers every floor button pressed while a piece is standing in it needs to be held on the key, and the key usually lives at a desk that wants notice. Splashback panels are lighter than a worktop and far more awkward, because a tall thin piece has to be carried on edge and cannot be tilted to clear a turn. Full height goes in only where the way in allows full height. A dedicated loading bay or service yard is the easiest arrangement in a managed building, provided the slot is booked and someone has the key to the shutter. Splashbacks are normally the last thing off, so a short parking window is exactly when they get rushed. One trip is always better than three.

Not to any real extent, and it would be easy to imply it was. What the research on this patch actually lists is worktop replacement, worktop installation and worktop fabrication. It describes the kitchens on this patch, not the work that goes into them. Same quoting, same cutting, same fitting as anywhere else on the patch. A managed portfolio tends to repeat one specification across every flat, which keeps later repairs and replacements simple to order. Splashbacks and upstands are cut from the same slab run at the same time, which is the only way the batch actually matches. One conversion drawing repeats its mistakes six times. Damage in a let flat is settled as a deposit deduction, so a surface that can be repaired in place is worth more than one that has to be replaced whole. Ordered later from a different batch, the match is not reliable exactly where the pieces meet. Cut now, stored for the next void.

A waterfall leg is a separate piece bonded to the top on a mitre, so the floor it stands on has to be level enough for that mitre to close along its full height. 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. Corners get their own pieces. Material sits between £110 and £550 per square metre supply only, and templating, fabrication and fitting are quoted line by line.

Old breasts carry a bulge low down where the original opening was closed up, and the units stand off it before the stone is measured at all. 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. Behind the boxing it becomes two pieces. 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. Some doors in a building need a consent letter and some need nothing at all, so the first question is which arrangement applies here rather than which one is usual. A 100mm upstand is the low-maintenance answer, and full-height stone is the one that has to be committed to early. An owner can wait for it; a void period cannot.

Dark and heavily veined stone shows a join more than a pale even one, which is worth knowing before the slab is picked. A join sits over a cabinet gable. It never spans a gap and never runs through a cut-out. Slabs come in finite sizes, so a long run needs a join whatever the room looks like. It is the heaviest single piece in the kitchen, so the number of hands needed on the day and the route in are worked out from that piece rather than from the runs. Long runs almost never take a single panel, so the joint positions want agreeing before anything is templated. The run decides where that joint falls.

The alternative to a join is a shorter run, which is usually the wrong thing to trade away. A join added to get stone into the room is a different thing from a join added because the slab ran out, and the quote says which is which. Piece length is set by the internal diagonal of the lift car, not by the length of the slab. 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. Upstands make almost any turn a worktop will not.

Taking the old tops away is a line rather than an assumption, so it comes off if you do not want it. The edge profile is its own line, so a shaped edge and a square one are two different figures. No installed price per square metre is published, because it is not a real number. Two alcove pieces will not swap over however similar they look, so they are marked left and right at the bench and stay that way to the van. It decides whether the run gets one continuous piece or a set of separate lengths with a joint at every obstruction. Nothing gets hidden behind a full-height panel.

How much slab you hold matters: upstands and any remake have to come out of the same batch. If your own slab breaks there is no matching replacement to hand, and that is the real difference. Stone cut to somebody else’s drawing cannot usefully be re-cut to yours. The person choosing the worktop is not the person using it, and that shifts the balance from appearance towards running cost. Socket and switch positions have to be final before templating, because a cut-out in the wrong place means a new piece. Same batch, or the join will say so.