Stone bar tops in Wood Lane

Yes. Wood Lane is on the patch, and the postcodes we work here are W12. It is worked on our west London run, along with the rest of Hammersmith and Fulham. Where the bay sits some distance from the core, the carry across the car park is the longest leg of the day and gets boarded and lit. 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. Trestles outside beat balancing a top on a half-built frame. Your part of it happens entirely at home, with nothing to travel to and nothing to bring back.

Estate roads are narrow with parking courts behind the blocks, so the carry crosses open ground rather than a pavement. The carcasses are thin cam-lock boxes that will not take a leaning load on their own, so flat steel is let into them flush with the top of the frame before any stone goes on, rather than corbels being screwed to the front afterwards. Noggins first, brackets second, stone last. A room can be out of square in both directions at once, so the wall that leans is also the wall that runs downhill, and one scribe cannot answer both. On a bar that counts twice over, because the same obstruction has to be cleared by the stone above it and by the knees of whoever is sitting at it. The support plan is drawn at the same time as the cut-out.

A height barrier on the car park entrance rules out a tail-lift van outright, and the stone then transfers to a trolley at the barrier itself. 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. A bar top is heavier than it looks because the apron is solid. The goods lift has its own booking sheet, and a bay slot without a lift slot only gets the stone as far as the lobby. 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. The offcut from a bar sink leaves in the van.

Not particularly, and it would be easy to pretend otherwise. What the research on this patch actually lists is worktop replacement, worktop installation and worktop templating. That is a point about the buildings round here, not about the job. The quoting, the cutting and the fitting are identical here to anywhere else we work. Several units in one building are fitted out to the same drawing, so an error on that drawing is an error repeated in every flat. A bar is nearly always the last thing added to a project, so it is templated on a visit of its own once the joinery around it has stopped moving. One detail across several rooms keeps the fixings the same. A converted flat is measured off the original house, so no two units in the same building have quite the same kitchen run. 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. The evening use is what the piece is sized for.

A downdraught extractor takes a long slot out of the middle of the piece and a motor housing out of the cabinet below it, so what sits under the top is settled before anything is cut. 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. Where the two levels meet is a detail, not an afterthought. The supply-only figure for material runs £110 to £550 per square metre, and templating, fabrication and fitting are lines of their own.

Plaster thickness varies over the height of a wall, so the line at worktop height is not the line at skirting level, and the units decide which one matters. 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. A bar top will not correct a frame that is out of true. Send the peninsula dimensions including how far the top is meant to project, the stool count, and the internal dimensions of the service lift. Flats bought out of managed stock keep the original kitchen dimensions long after the ownership changed, so the layout says very little about who is paying for the work. 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. Sealing a bar top is a yearly job and we say so.

A full-height piece behind the hob has to allow for the extractor, so that gets settled first. Socket and switch positions have to be final before templating, because the openings are machined rather than chopped out on the wall. An upstand is a slim strip that follows the worktop up the wall; a full-height splashback runs from the worktop to the underside of the wall units. Houses on modern estates are built to a handful of standard plans, so the kitchen is square, predictable and modest in area. What gets called a bar in a flat like this is usually the end of a peninsula with stools pushed under it, and the overhang was drawn long before anyone worked out what carries it. The riser gets notched around, not built away from.

Taking the old tops off and disposing of them is its own line on the quote rather than something folded into the stone price. The template can be taken with the old top still down, which is why one visit covers both. Disposal means it goes in the van, not into the garden to wait for a collection. A bay shared across a parade of shops turns over all day, so the arrival time matters more than the length of the booking does. A trade bar is fitted around opening times, so the window the van has and the window the room has are rarely the same window. A suspension is booked for the fitting day, not the delivery hour.

Two kitchens the same length can be far apart, because material, edge and cut-outs move independently of size. No installed price per square metre is published, because it is not a real number. What moves the figure after templating is a change you make: a different edge, an extra cut-out, a bigger sink chosen late. Two walls each a degree out give an internal corner two degrees out, and the whole of that error lands in the mitre. 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. Fixings go into timber that was put there for them.

Where there is no room for a separate drainer, grooves are usually what gets specified instead. On a porous stone the grooved area is sealed with the rest, and it gets wet more than anything else. The grooves sit inside the depth of the top with stone left either side, so a shallow run limits them. Underfloor heating in a screed rules out fixing into the floor and rules out standing anything heavy on a single point. A bar top put into a room like that is an overhang question first, because the nose has to carry people leaning on it long after the slab has stopped being interesting. The underside of the nose is polished because it is looked at.