Stone bar tops in Hornchurch

Yes. Hornchurch is on the patch, and the postcodes we work here are RM11, RM12. It is worked on our east London run, along with the rest of Havering. 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. One van, one bar, one visit. There is nothing to drive to and nothing to pick up, because both visits are to the property itself.

The pantry was a half-brick enclosure in the corner of the room, and where it has been taken out the wall behind it is made good brickwork rather than original plaster. The side passage is usually wide enough for a full length to reach the room, so piece length is decided by the slab and by what the frame will carry rather than by the front door. Old floors move, so the bar is fixed back as well as down. Window boards and cills stand proud of the plaster, so the back edge of the top has to be plotted to where the units actually sit rather than to the wall. 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. A bar top is set to one datum along its own length.

Where the garden is level and the back door is wide the pieces get staged outside on trestles and brought in one at a time as the fitters are ready for them. 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. The route is measured to the deepest part of the piece. 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. Where parking is tight the hardware walks in ahead of the stone.

Not particularly. It would be easy to say yes and leave it there. What the research on this patch actually lists is worktop installation, worktop replacement and worktop templating. That is about what people have here rather than how it gets done. It is quoted, cut and fitted exactly the same way here as anywhere else on the patch. An open-plan extension puts the worktop in the middle of the living space, so it is looked at from the sofa as well as worked on. 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. What was drawn and what was built are compared at template. Extension budgets are usually well spent by the time the worktop is ordered, which is where the choice between quartz and a thinner sintered stone actually gets made. 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 bar is templated after the joinery has stopped moving.

Two runs meeting at an internal corner is the most common shape we fit, and the corner is where the decisions are. 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. Support follows the seating plan along the whole nose. Reckon on £110 to £550 per square metre for the material supply only, with templating, fabrication and fitting itemised separately.

Where a run finishes into a reveal, the depth of that reveal is taken at worktop height and nowhere else. 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 frame is made true before the stone is measured. 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. The decision usually gets made standing in the room rather than at a desk, which is why a slab is worth viewing whole instead of choosing from a sample card. 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.

Quartz carries resin, so a hot pan wants a trivet, while granite and sintered stone will take one without complaint. A seal is not waterproofing. It only buys time to wipe a spill up. Granite is porous to varying degrees, so it is sealed when we fit it and topped up over the life of the worktop. The scullery floor was quarry tile bedded on concrete and it is often still under a laminate, sitting lower than the boards in the room it now joins. A bar here usually appears at the open end of a knocked-through kitchen and dining room, where it is read from both sides and both sides have to be finished to the same standard. A bar in a small room is drawn for the stools it will take.

The fit follows 5 to 10 working days after the template, and nothing is cut before that visit because nothing is cut from a plan. If the units run late the template moves, not the fit: the gap between them is fabrication. The template produces a drawing, and the workshop cuts to that drawing once you agree it. Internal walls are hollow clay block or stud rather than solid brick, so two points a metre apart on the same wall want two different fixings. 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. Leaning weight, not saucepans, is what the piece is sized for.

A sloping floor is not the problem. The plane the unit tops finish in is. Stone does not flex, so a run that rocks on its carcasses rocks just as badly once it is stone. An island is where this usually shows, standing free with no wall to level against. Sill height gets settled with the template on site, because it is one of the few dimensions nobody has measured before we arrive. 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. Anything that flexes under the nose shows up at the join.

Each join is an item on the drawing, so the layout and the figure move together. A join is glued and clamped flush on the day, so it is fixed rather than something to be undone. A mitred join at a corner is a different job from a butt join along a run, and they are not priced the same. The return piece is the awkward one on a slab: short, full depth, and rarely nesting neatly against the long lengths, so yield rather than area is what moves the material figure. Where the counter runs flush with the working surface instead of standing above it the whole thing becomes one plane, which looks better and doubles the unsupported span. An overhang on two sides is two separate calculations.