Stone bar tops in Bexleyheath

Yes. Bexleyheath is on the patch, and the postcodes we work here are DA6, DA7. It is worked on our south east London run, along with the rest of Bexley. 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. A bar fit runs longer than a worktop run, because the frame, the support and the stone are three stages and only the last of them is quick. Bar tops are set once, so the day is planned to allow it. Nothing needs visiting and nothing needs collecting: the template is in your kitchen and so is the fit.

Deep timber window boards were fitted throughout and they stand proud of the plaster, so a top reaching the window meets a stepped edge rather than a flat one. These bars nearly always land at the open end of a knocked-through kitchen and dining room, which means the piece is read from both sides and both sides get the same edge treatment rather than one being left as a cut face. Where the walls give nothing, the bar stands on its own. 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. A bar top is levelled to itself rather than to what it stands on, so the packing goes into the frame and the stools take up whatever the floor is doing. The bar is packed level off the frame, not off the floor.

A level threshold with hard standing outside it is the one arrangement where a full run goes in without a single re-grip. That matters more on a bar than on a run, because a join forced by the way in cannot be allowed to land in the unsupported part of the nose. The bar top is the last piece in and the first one people touch. 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. That has to cover more than the unload, since the corbels, the flat bar and the fixings all come off the van well before the top does. Where the bay is timed, the support goes in first.

Not really, and there is no sense dressing it up. What the research on this patch actually lists is worktop installation, worktop design & quotation and worktop templating. That is a statement about the local housing rather than about the work. It gets quoted, cut and fitted exactly as it would anywhere else on the patch. 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. Where the same detail is repeating across several rooms the support gets standardised once and then cut to length, which is cheaper than drawing it each time. A serving counter and a bar are one piece under two loads. Extension work runs late far more often than it runs early, and the worktop is close to the last thing in, so the date agreed at the start is rarely the date that happens. Harder use and stronger cleaning products push the answer towards porcelain or sintered stone, because a resin-bound surface is the one that shows what has been left standing on it. The steel is priced with the bar, not after it.

Two runs of similar length nest as a pair off one slab, and if one of them grows by a few hundred millimetres the pair stops fitting and the yield changes for both. A bar laid over that is a second level rather than a wider one, so it wants a spine underneath it and a settled detail where the two heights meet. An overhang on two sides is two separate calculations. Material is £110-£550 per square metre supply only, and templating, fabrication and fitting are quoted on their own lines.

Legs bottoming out on hard concrete or an uneven screed mean the tops of the carcasses are not one plane, and that is picked up at template rather than on fitting day. Where the nose has to be carried past something fixed the support moves rather than the stone, since a corbel landing in the knee space is worse than no corbel at all. A notch in a bar top is drawn with its support beside it. Confirm the finished height you want and whether the bar is seen from both sides, and tell us who is building the frame and when it will be complete. Someone who expects to still be there in ten years asks different questions: how a honed finish marks, what a sealer does and does not do, and whether a chip by the sink can be repaired in place. A home bar is discretionary work, so the edge profile, the corbel detail and the radius on the nose are worth settling properly rather than defaulting to whatever is quickest. Seating height is set to a person or to a standard, and stated.

The alternative to a join is a shorter run, which is usually the wrong thing to trade away. A piece travels on edge, never flat, because on edge is how stone of that length carries its own weight. A join forced by the route still sits over a gable, so it is no poorer a join for that. The tail lift is still the pinch point, because the piece has to be walked off it onto the trolley while it is sitting at chest height. The steel and the corbels travel that same route and go in first, so a bar is three separate carries into one room rather than a single delivery. Piece length is capped by the turn, then the support is drawn to suit.

Old laminate is light and awkward rather than heavy, so it is usually the easier half of the day. An old stone top is heavier coming out than the new one is going in, and leaves in sections. Disposal means it goes in the van, not into the garden to wait for a collection. Bay bookings are usually an hour or two, which is fine for unloading and no use at all as a place to leave the van for a day. Where the clock is running the frame is levelled and the steel is in before the top ever leaves the tail lift. The stone comes off last because it goes down last.

Slabs come in finite sizes, so a long run needs a join whatever the room looks like. An island often runs in one piece where a wall run cannot. A mitred join at a corner is a different job from a butt join along a run, and they are not priced the same. Where the aisle is too tight the usual answer is a reduced-depth top on one side, and a 500mm run is a different cut, a different sink and a different drainer to a 600mm one. The seating side is the part that decides the piece, because a stool at the open end puts a load on a corner that a wall would otherwise have been carrying. The bar is set out from the seat and worked back to the units.

Cut-outs, edge profile and join count are itemised, so taking one out removes a line rather than starting an argument. Plumbing, gas and electrical work are not in the figure, because we do not do them. Taking the old tops away is a line rather than an assumption, so it comes off if you do not want it. Level has to hold across the whole room rather than along one wall, or a floor that falls end to end shows as a step where two pieces meet. Anything that puts a notch in a bar takes material out of the piece at the point people lean on it, so the notch and the support are drawn together or not at all. Leaning is a sideways load and framing has to answer for it.