Splashbacks and upstands in Bulls Cross

Yes. Bulls Cross is on the patch, and the postcodes we work here are EN1, EN2. It is worked on our north London run, along with the rest of Enfield. With no scheme to work with there is nothing to book and nobody to ring, so the only levers left are an early arrival and a word with the neighbours. Panels come off the van in one trip where possible, since a tall piece handled repeatedly is a piece asking to be chipped. Kerb to kitchen is measured before the panels are unstrapped. The measuring and the fitting are both done at the property, so there is nothing to visit or collect.

Wider halls make the carry noticeably easier, and that alone can remove a join that a narrower terrace would have forced into the run. Where a client wants a full-height piece behind the hob, it usually sits in the old chimney recess, and that recess is rarely square top to bottom or side to side, so it has to be templated as a trapezium rather than a rectangle. What the plaster is stuck to matters more than its colour. Where two pieces meet over a fall in the floor the join has to be flush to the hand as well as true to the level, because the eye reads the join and forgives the room. 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. The panel takes its height off the steel.

A meter cupboard set into the hall wall narrows the run at exactly the height a carried piece travels. 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 travels on edge, so the clearance is checked on edge. Unrestricted kerbside is straightforward as long as the space in front of the property is actually clear when the van arrives. Splashbacks are normally the last thing off, so a short parking window is exactly when they get rushed. Wind on an open street matters more than the walk does.

Not really, and claiming otherwise would cost nothing and mean nothing. What the research on this patch actually lists is worktop replacement and worktop installation. It reflects the local housing rather than any difference in the work. It is quoted, cut and fitted here the same way it is 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. Splashbacks and upstands are cut from the same slab run at the same time, which is the only way the batch actually matches. A spare panel is cheaper now than next year. Extension kitchens are usually specified long before they are buildable, so the run lengths on the drawing and the run lengths in the room are different numbers. Ordered later from a different batch, the match is not reliable exactly where the pieces meet. Reordered next year, it will not match.

Where the sink and the hob face each other across the aisle, everything carried between them crosses the walkway, and that is the one movement the shape cannot design out. 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. Panel height is set by the extractor. Supply only, material is £110 to £550 per square metre, with templating, fabrication and fitting quoted on their own lines.

Floors settle, and once base units are packed and levelled properly the stone sits true while everything else in the room admits it is not. 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. Upstands sit tight because both edges are cut. 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. Two flats with an identical layout can want entirely different things from the same run of worktop, which is why the quote follows the run rather than the address. A 100mm upstand is the low-maintenance answer, and full-height stone is the one that has to be committed to early. A deferred splashback still comes off this drawing.

The same firm templates and fits. Nobody else is brought in to install. The design and quotation visit comes first. It is free and carries no obligation. A template on a normal kitchen takes two to three hours in the room. Ground floors fall away towards the garden across the whole footprint, so the units are packed up long before anything is measured for stone. What decides between a slim upstand and full-height stone is nearly always the wall rather than the taste. Twenty millimetres of packing behind a panel is not a fix.

Small variation is taken up by packing under the top on the fitting day. Units have to be fitted, fixed and level before templating, and it is better to hear that at the template than on the fitting day. Level is checked at the template, which is the point of measuring in the room rather than off a drawing. A junction between an original floor and a later extension slab is almost never at the same level, so units carrying a run across it need packing first. Where the wall cannot be made good, setting the stone deliberately proud on a subframe with a shadow gap reads as a detail rather than a bad fit. A breast return is scribed on three edges.

Veining carries through a join where both pieces come off the same slab, which is decided at nesting. Join count is a question about slab size and run length, nothing else. A finished join is typically two to three millimetres, colour-matched and sanded flush. A run that stops in mid-air at the open end needs a finished end rather than a cut one, and that end takes the same edge work as the whole front. Long runs almost never take a single panel, so the joint positions want agreeing before anything is templated. Every internal corner is two pieces, not one.

Splitting a run costs a join, and that is the price of getting stone into the room at all. A join forced by the route still sits over a gable, so it is no poorer a join for that. Whether the kitchen sits straight ahead or off a turn at the end of the hall changes the maximum piece far more than the hall width does. Where the route is tight we break a long splashback at a natural vertical joint instead of forcing one panel through. Break positions are chosen for the carry.