AI prompts for excavation contractors

Act as an experienced excavation and earthworks contractor replying fast and professionally to a builder (or developer, or an owner-builder) who needs a site cut so their build can start, so I book the job before they ring the next excavator.
They wrote / said: "[paste, e.g. need a site cut for a slab / footings dug / a pad and driveway / bulk earthworks and detention, roughly when, address or suburb]".
Reply straight away and sound like someone who’ll turn up and reckon with the ground: confirm I can help and roughly when I could get on site to look at it, then ask the few things I need to scope and plan it: [what’s being cut and roughly the size and depth; whether they’ve got a soil report or level survey; whether the underground services have been located and marked yet; how the fall of the land sits and where the spoil can go; the access for machines and trucks; and when they need the pad ready to pour]. Offer to come and look at it — make clear that’s how I’ll give them a firm, honest price.
Short, confident and quick to read on a phone on site — a builder whose slab is waiting wants a fast yes and someone who plans the job and reckons with the ground, not a sales pitch.

A builder with a slab booked won’t chase you — they ring down the list until someone picks up and sounds like they’ll get the ground right. Answer first with a real “yes, and I’ll come and look,” and you’ve usually got the job before the cheaper mob has called back.

Help me write a clear quote message to [builder / customer name] that lays a site cut out as its real parts, so there’s no confusion or nasty surprise when the bucket hits rock or water.
The job: [paste — what’s being cut, rough size and depth, the fall of the land, whether there’s a soil report, the access, and where the spoil goes].
Lay it out plainly so a builder can read it in ten seconds: the set-out and getting the underground services located and marked; the dig itself; an honest allowance for rock and for a wet hole or water table if the ground brings it; carting the spoil away and tipping it; and cutting and compacting the pad to level ready to pour. Explain in one line that pricing it this way — every part named, with the rock and water allowances shown, not assumed away — is what keeps it honest, so nothing gets “discovered” and sprung on them halfway through.
Keep the actual amounts blank for me to fill. Describe the ground, services and safety parts in plain words — do NOT cite any law, standard, code, dial-before-you-dig scheme or clause number. Businesslike and easy to compare — the tone of an excavator who’s straight about the whole job and the ground.

A single cheap number hides the parts that cost real money when the ground turns — the rock, the spoil and the compaction — and that’s exactly where the mid-dig blow-up comes from. Naming every part up front, with the rock and water allowances shown, is both more honest and the thing that tells a builder you won’t spring anything on them.

Give me a short, practical set of questions to ask [builder / customer name] before I quote or come out to look at a site cut, so I scope it right and turn up with the right plan and machines.
Group them plainly for a builder: the dig (what’s being cut, the size and depth, and whether there’s a soil report or level survey that tells us about rock, the water table and how the ground behaves); the services (have the underground services been located and marked yet, and who’s arranging it); the ground and spoil (the fall of the land, how much material comes out, and where it can go or whether it’s carted off); the access (can machines and trucks get in, how tight is it, any overhead lines); and timing (when they need the pad cut and ready to pour).
Ask them to send any soil report, survey or photos of the site and the access if they can. Keep it short and practical — a builder hasn’t got time for a form. Don’t ask for anything sensitive like bank details.

The depth, the access, where the spoil goes and above all what the ground’s hiding — rock, water, reactive soil — are what actually drive an excavation price. A quick, sharp set of questions (or the soil report and a few photos) lets you scope it accurately, and quietly shows the builder you reckon with the ground instead of guessing at it down the phone.

Write a short, confident message to [builder / customer name] giving a sensible ballpark for their site cut now, but explaining I’ll confirm the firm price once I’ve seen the site and read the ground — without sounding like I’m stalling.
The job as I understand it: [paste what they’ve told me].
Explain plainly that an honest excavation price depends on things I can’t be sure of over the phone — the real depth and access, how much spoil comes out and where it goes, and, above all, what the ground’s hiding: rock, the water table, or soft, reactive soil that none of us can fully read from the surface — so I’ll give them an honest range now and lock it in after a look and a read of the ground (and the soil report where there is one). Make clear that a firm phone price would be me either padding it or planning to spring a rock or spoil variation later, and that I’d rather be straight; I can still usually get on site fast.
Reassuring and quick. Don’t invent figures, and don’t cite any law, standard or scheme.

Builders respect a straight ballpark plus “I’ll confirm once I’ve seen it and allowed for the ground” far more than a firm phone price that grows on the invoice. On a dig the site look isn’t a stall — framed right, it’s the exact reason a good builder should pick you over the cheap number that assumes easy ground.

Write a quick, friendly first reply to an owner-builder (or a developer) asking about getting a block cut and levelled to start a build, where they’ve probably rung a couple of excavators.
What I know: [paste whatever they told me — the block, the build, rough timing].
Be first, human and clear: thank them, say I can help and roughly when I could look at it, and briefly explain how a site cut works so there are no surprises — the set-out is marked, the underground services get located first, then the dig, the spoil carted or spread, and the pad cut and compacted to level ready to pour — and that I’ll give them a firm price once I’ve seen it and read the ground. Ask the one or two things I need (any soil report or survey helps), and offer to come and look.
Short and reassuring — an owner-builder cutting a block for the first time mostly wants to know it’ll be done right, level and safely, without a nasty rock or spoil surprise. Plain words, no jargon, no fake urgency, and don’t cite any law, standard or scheme.

Owner-builders and developers rarely know a site cut is set-out, services, dig, spoil and compaction all in one — explaining it in one plain line up front, and that the ground can hold surprises, is what stops the “why’s there an extra cost?” call and earns the referral to their builder.

Help me write a clear, straight message to [builder / customer name] about why I read the ground before I price or start a dig — and why a firm phone price, sight-unseen, is the warning sign, not the reassurance.
Explain plainly and without scaremongering: the ground holds things none of us can fully read from the surface — rock, the water table, and soft or reactive soil — and any of them changes the dig, the spoil and the cost. That’s real, and it’s a normal part of the job, not an optional extra. An excavator who quotes a cheap firm price down the phone has either padded it or is planning to “discover” rock or a wet hole mid-dig and spring the cost on you. What I do instead: give an honest range, read the ground and the soil report, and price it straight with the rock and water allowances shown as their own lines.
Frame it as me protecting them — their budget, their program, and their slab going down on ground that’s actually right. Plain words only — do NOT cite any law, standard, code, scheme or clause number. Don’t invent figures.

This is the whole trade in one message: refusing to price the ground blind, and naming the rock and water allowances as their own honest lines, is exactly what separates you from the cheap quote that assumes easy digging. A builder who’s been burned by a mid-dig “extra” will pick the straight excavator every time — make sure they know that’s you.

Help me write a short, confident message to [builder / customer name] about why I’m worth booking — built around locating the services and getting the ground right, not a cheap number.
Make the honest point plainly: on a site cut, a botched dig is the builder’s problem too — a machine put through an unmarked underground service, a pad cut off level, or a batter that lets go can stop their whole build and land on their program — so an excavator who’s a bit cheaper but cuts corners costs far more than they save. Cover what makes me the safe pair of hands: [I answer the phone and come and look; I get the underground services located and marked before the bucket goes in; I read the ground and allow honestly for rock and water; I set out and cut to the levels; and I hand back a pad compacted, level and ready to pour, with the levels to prove it].
Confident and grounded, not boastful. Frame it as protecting their build and their program, not knocking other excavators. Plain words — don’t cite any law, standard or scheme, and don’t invent credentials; leave the specifics in brackets for me.

A builder does the maths on risk, not on your day rate: a cheaper excavator who guesses at the services or cuts the pad off level can stop their build and blow their program. Sell locating the services first, reckoning with the ground, and a pad cut clean to level — that’s the thing the cheap mob can’t copy.

Help me write a clear, reassuring message to [builder / customer name] about how I make sure a machine never goes through a buried service — in plain words, without turning it into a lecture.
Explain simply what I do: before the bucket goes in, I get the underground services located and marked — the power, water, gas, sewer and comms that can be buried across a site — and I work to those marks; where it’s tight or uncertain, I dig carefully by hand or with care to prove where a service actually runs before the machine works near it; and I keep the crew and anyone else clear while we do.
Frame it as what a professional excavator does as a matter of course, and as protecting everyone on site and the builder’s program — because putting a machine through an unmarked service is the one that hurts someone and stops the job cold. Keep it plain-English and describe what I do; do NOT cite any law, standard, code, dial-before-you-dig scheme or clause number. Don’t invent specifics; leave those for me.

A machine through an unmarked underground service is the catastrophe this trade is built to avoid — so the services always get located and marked before the bucket goes in. Naming that, in plain words, is a real selling point to a builder who doesn’t want a struck service stopping their site.

Help me reply to [builder / customer name] who says another excavator quoted a cheaper price, without badmouthing them or cutting my own scope to match.
What I know about the two quotes: [paste any differences — e.g. does the cheap one include locating the services, an honest allowance for rock and water, the spoil cart-and-tip, and cut-and-compact to level, or has one of them been shaved or left out].
Write it as an honest, helpful comparison: encourage them to compare the whole scope, not just the number — a cheaper quote very often assumes easy ground and leaves the rock allowance, the spoil or the compaction off, which means either a big “extra” sprung the moment the bucket finds rock or a corner cut that becomes the builder’s problem when the pad’s not right. Ask them, calmly, to check the cheap quote names locating the services, the rock and water allowances, the cart-and-tip and cut-and-compact to level the way mine does. Point to what they’re actually buying: an excavator who reckons straight with the ground and won’t spring anything on them.
Respect their judgment, let the honesty speak, and don’t knock the other excavator. No pressure. Plain words — don’t cite any law, standard or scheme.

Never win a dig by cutting your scope to match a cheap number — the cheap quote has usually assumed easy ground and left the rock allowance or the spoil off, and matching it means either eating the cost or cutting the same corner on the compaction. Compete on naming the whole job straight; that’s the thing the lowballer can’t copy without giving the game away.

Write a warm, plain-English message to an owner-builder [customer name] who’s a bit nervous about having their block cut — worried about the cost blowing out, the ground, the neighbours, and getting the pad right.
Reassure them simply: the underground services get located and marked before the bucket goes in; I read the ground and allow honestly for rock and water so there are no nasty surprises; I work to keep dust and the spoil under control and take care around the neighbours and any shared boundary; and I’ll hand back a pad cut and compacted to level, ready for their slab, with the levels to show it was done right.
Calm, respectful and clear — an owner mostly wants to know the ground will be right, the cost won’t be sprung on them, and it won’t cause a problem next door. Keep it in everyday words; do NOT cite any law, standard, scheme or code. Don’t invent specifics.

An owner’s worries are the cost blowing out, the ground and the neighbours — and whether the pad’s actually right. Naming the located services, the honest rock and water allowance, and the pad cut clean to level turns a nervous first-timer into the review and the referral to their builder.

Help me write a clear, friendly message to [builder / customer name] to lock in when the site gets cut, worked around their slab and footing program and the service-locating lead times so nothing holds them up.
The situation: [paste — what’s being cut, the builder’s rough program to slab, and who’s arranging the service locating].
Write it to sort the practical timing: confirm the day I’ll be on site, flag that getting the underground services located and marked has a real lead time that sits ahead of the machine so we plan around it, and ask them to give me a heads-up if the program moves so I can shuffle my crew and machines. Make the point gently that planning the cut around their program — so the pad’s ready to pour when they need it — keeps the whole build flowing.
Practical and helpful, the tone of an excavator who plans around them. Don’t invent dates.

The excavator who plans the cut around the builder’s slab program — and flags the service-locating lead time up front instead of surprising them — is the one who becomes indispensable. Excavation sits at the front of the build, so getting your bit right on time keeps their whole program flowing and your machines moving to the next job.

Write a friendly, low-key message I can send to a builder or developer I’ve just done a good site cut for, to become their regular go-to excavator rather than a one-off.
What went well: [paste — e.g. answered and came and looked, priced it straight, located the services first, reckoned honestly with the rock or the wet hole, handed back a level pad on program].
Keep it natural, not a hard sell: thank them, say I’d be glad to be their regular excavator, and make the value plain — if they line their site cuts up with me they get someone who answers, comes and looks, prices the whole job straight, reckons with the ground and hands back a level pad on time, and I can plan my crew and machines around their run of work. Offer to be the first call on their next site and make it easy to book.
Warm and genuine, the tone of a reliable operator who wants the ongoing relationship, not a marketing blast.

One builder or developer with a steady pipeline is worth more than a year of chasing strangers — excavation is the first machine on nearly every build, so their trusted excavator is on every project. The moment after a cut goes well, while you’re fresh in their mind, is when you ask to be the standing one.

Write a couple of short, friendly notes I can send to the developer and the other trades on a site I cut — the builder, the concreter who pours on my pad, the plumber and the trades who come after me — to put myself on their list for their own jobs.
The job: [paste — where it was and what I cut].
For each, keep it casual and useful: good working with them on [job/site], I’m a local excavation and earthworks contractor who answers the phone, prices the whole job straight, locates the services first and hands back a level pad, and if they ever need a site cut (or a client does) I’d be glad to be their excavator. No hard sell, no gimmicks — just making it easy for someone who’s already seen my work to call me.
Warm and brief. These are the people who’ve seen me read the ground and hand back a pad they could build on — the warmest referrals I’ll get, because their own work sits on top of my cut.

In excavation a referral carries real weight — the concreter who poured on your level pad and the builder whose program you kept have both staked their own work on your cut. Everyone on a build who saw you get the ground right is a warm lead; a friendly note turns one site into a network of builders who call you first.

Help me write a short, friendly check-in I can send to the builders and developers I know when I’ve got a crew and machines coming free, so my gear goes straight onto the next site cut instead of sitting idle.
The situation: [paste — e.g. a job’s wrapping up soon and I’ll have a crew and machines free from around [when]].
Keep it low-key and useful: let them know I’ll have a crew and machines available from around [when], and if they’ve got a site coming up I can get on it and look quickly. Make it about being helpful and available, not desperate for work.
Give me a version I can reuse to a few regulars without it sounding like a mass text. Warm and practical — an idle crew and idle machines earn nothing, so this is about keeping them moving.

Idle crew and idle machines are the silent cost of an excavation business — a float’d-in excavator and an operator sitting a week is money you never billed. A quick “I’ll have a crew and machines free from next week” to your regular builders keeps them moving from one site cut straight onto the next.

Write a short, no-pressure follow-up to [builder / customer name] a few days after I sent a site-cut quote they haven’t come back on yet.
Where things are: [paste — e.g. quoted the cut, they said they’d confirm, or they’ve gone quiet, or the slab pour date’s getting close].
Write it as a helpful nudge, not a chase: check they got the quote, ask if the timing or anything in it needs a tweak, and gently remind them that getting the underground services located and marked needs a bit of lead time — so if the build’s going ahead it’s worth pinning the date so the pad’s cut and ready when they need to pour. Make it easy to say yes.
Friendly and brief. No fake urgency — just the genuine point that booking early gets the ground cut in time for their slab.

A builder often means to confirm and just gets busy — a light nudge that ties booking to the real service-locating lead time (genuine, not fake urgency) is usually all it takes to turn a quiet quote into a locked-in cut that’s ready when their slab needs it.

Write a short, friendly message asking [builder / customer name] for a Google review now their site at [address] is cut and handed over ready to pour.
Thank them, say it genuinely helps other builders and owners find an excavator they can trust with the ground, and make it easy: mention I’ll send the review link. If it fits, gently suggest they mention what mattered — that I answered and came and looked, priced the whole job straight, located the services first, reckoned honestly with the rock or the wet hole, and handed back a level pad on program.
Humble and no-pressure. 2-3 sentences. The review the next builder is looking for is “straight about the ground, no surprises, handed back a level pad.”

Ask at handover while it’s fresh that you did what you said. In this trade the review that wins the next job isn’t about price — it’s “straight about the ground, no nasty surprises, pad came back level,” which is exactly what the next builder trusting you with their site cut is searching for.

Write a genuine, friendly reply to this 5-star review for my excavation business: "[paste review]".
Thank them by name if given, mention something specific from their job (e.g. coming and looking, pricing it straight, working through a tricky rock shelf or a wet hole honestly, locating the services in tight access, or handing back a level pad on program), and keep it warm and human. If they mentioned being straight about the ground or no surprises, reinforce it naturally. Don’t sound copy-pasted, and don’t restate anything as a guarantee.

Help me reply to a negative review for my excavation business. The review says: "[paste review]".
My side / what actually happened: [your notes, e.g. a delay caused by a wet hole / weather / a service-locating lead time / access, or a dispute about a variation — and whether the scope and the possibility of rock or water were set out in the quote].
Write a calm, professional public reply: acknowledge how they felt, don’t get defensive or argue the detail publicly, briefly and honestly note the facts (e.g. the delay was a water table we hit and had to deal with and I kept them posted, or the extra was rock the ground threw up that I raised before doing the work, as the quote flagged), and invite them to contact me directly to sort it. Level-headed and brief — other builders reading this are judging how I handle a problem more than the problem itself. Plain words — don’t cite any law, standard or scheme.

I’ll give you my rough notes from looking at a site cut and I want a clean, professional scoped quote draft.
My notes: [paste / dictate — the builder/customer and site, what’s being cut and to what depth, the access, what the soil report or the look told me about rock, water and the ground, roughly how much spoil and where it goes, and the charges for set-out / locating the services / the dig / rock and water allowances / spoil cart-and-tip / cut-and-compact to level].
Turn it into a tidy quote: a short line on the job, then a clear breakdown — set-out and locating the underground services, the dig, an honest allowance for rock and for water shown as their own lines, spoil cart-and-tip, and cut-and-compact to level — a plain-words note that the underground services are located and marked before the bucket goes in and that the rock and water allowances are there because the ground can’t be fully read from the surface, and what the builder needs to give me (access, the soil report or survey, a heads-up on timing).
Keep only to what’s in my notes — don’t invent amounts or figures, and do NOT cite any standards, safety law, code, scheme or clause number.

Getting the scoped quote out the same day, with every part named and the rock and water allowances shown as their own lines, is often what beats the excavator who takes three days — a builder trusting you with the ground books the one who replied clearly, fast, and straight.

Help me turn my notes into a clear handover for a site I’ve just cut at [site/address], the kind a builder expects on file before they set out and pour.
My notes: [paste — date, what was cut and to what depth, that the underground services were located and worked to, the levels the pad was cut and compacted to, the spoil disposal dockets, and photos of the level pad].
Lay it out plainly and professionally: date and site, what was cut, confirmation the underground services were located and marked before the dig and worked to, the levels the pad was cut and compacted to, the spoil disposal record, and that the pad was left level and ready to pour. Keep it factual and in plain words — describe what was done and by whom; do NOT cite any standard, code, regulation, scheme or clause number.
Don’t invent docket numbers, levels, dates or details — leave those for me.

A clear handover is both good practice and a professionalism signal — it tells the builder the services were found, the ground was dealt with straight, and the pad’s level and ready to build on. Describe what you did in plain words; you never need a standard number on the page to look professional.

Help me write a fair, straight message to [builder / customer name] when the ground’s turned up something that wasn’t visible when I quoted — usually a rock shelf, a wet hole or water table, or a service running where it wasn’t marked — so the extra is handled openly, before I do the work, not sprung at the end.
The situation: [paste — what the ground turned up, why it wasn’t visible at the site look, roughly what it means for the cost and the timing, and that the quote flagged this possibility].
Write it plainly and without any edge: note what the ground’s turned up, that it has to be dealt with properly before we can carry on, roughly what it means for cost and program, and that I’m raising it now — before doing the work — so it’s their call, not a surprise on the invoice. Tie it back to the line in the quote that flagged rock, water or an unexpected service was possible because the ground can’t be fully read from the surface.
Matter-of-fact and helpful — raising it before the work is what keeps a rock or water surprise a normal, understood cost instead of a betrayal. Plain words — don’t cite any law, standard or scheme, and don’t invent figures.

Raise a rock shelf or a wet hole the moment the bucket finds it and before you push on — tied back to the line in your quote that flagged the ground was uncertain, it’s an expected cost the builder decides on. Sprung at the end, the exact same charge becomes the dispute and the one-star review.

Draft a starting-point Safe Work Method Statement for [task, e.g. a bulk site cut for a slab, including set-out, locating the underground services, digging with an excavator, battering the sides, loading out and carting the spoil, and cutting and compacting to level].
List the main hazards (a machine striking an unmarked underground service, the sides of a dig or a batter collapsing, anyone working in or near an open excavation, a wet hole or water making the ground unstable, machines and trucks moving on site and working near people, spoil stockpiles and edges, hitting rock, and underground or overhead services nearby), the controls I should have in place (getting the underground services located and marked and working to them, careful digging to prove a service before the machine works near it, keeping people out from under and clear of the machine, battering or supporting the sides and not letting anyone into an unsupported dig, managing water and unstable ground, competent operators and a spotter where needed, and keeping the public and other trades clear), and the PPE required, as a simple checklist.
Note that I need to review it against the actual site, the ground, the services and current rules before using it, and that locating the services, judging the ground and sign-off stay with me and the competent people on site. Don’t treat it as final or compliant on its own, and do NOT cite specific regulations, standards, codes, schemes or clause numbers for me.

Always have a competent person check safety documents against the real site and current rules — a struck underground service, a collapsing dig, and unstable wet ground are the things that seriously hurt people in this trade. The document is a starting point, never the sign-off.

I’ll list what a site cut involved and cost and I want a tidy summary I can drop into my records or an invoice.
Job: [job / builder / site]. Items: [list each part and amount, e.g. set-out, locating the services, the dig, rock allowance, water/dewatering, spoil cart-and-tip, cut-and-compact to level, and any variations like extra rock or a wet hole — leave the amounts as you read them off].
Group them (set-out / locating services / dig / rock & water / spoil disposal / cut-and-compact / variations), total each group and the whole job, and format it so it’s clear which part is which — especially the rock, water and spoil lines — and easy to drop onto an invoice.

Keeping the set-out, the dig, the rock and water allowances, the spoil and the compaction clearly separated on every job summary is what makes your invoices painless to read and hard to argue with — the builder can see exactly what each part of a scoped cut cost, and that the ground surprises were the ground, not padding.

Write a short, friendly email to send with an invoice to [builder / customer name] for a site cut at [site/address].
Thank them, note the invoice is attached, and set out the amount [$amount] and due date [date] and how they can pay [payment methods]. If it helps, note plainly what it covers — the set-out, locating the services, the dig, the rock and water allowances, the spoil disposal and cut-and-compact to level — so it’s clear at a glance.
If instead this is an overdue reminder, keep it just as friendly: assume it’s an honest oversight, restate the invoice number, the job/site, the amount and how to pay, and ask them to let me know if there’s any issue. On a regular builder, keep it warm — the relationship’s worth more than one late invoice.
Warm and professional whichever it is. Don’t invent amounts — leave them for me.

Help me write a short, friendly heads-up note I can drop to the neighbours around a site I’m about to cut at [address] before I start, so they know what’s happening and I keep them on side.
My notes: [paste — roughly when the work starts and how long it’ll take, the sort of noise, dust and truck movements to expect, and anything about access or a shared boundary].
Write it plainly and considerately: let them know earthworks are happening next door, roughly when and for how long, that there’ll be some noise, dust and trucks carting spoil which I’ll be working to keep down, that I’ll take care around the shared boundary and their property, and a way to reach me if anything comes up. Friendly and respectful — a neighbour who’s told what to expect is far less likely to complain and stall the builder’s job.
Keep it in everyday words. Don’t invent dates or details; leave those for me.

A two-line heads-up to the neighbours before you start is the cheapest insurance in excavation — a neighbour who was told to expect the trucks and the noise rarely complains, and a neighbour dispute is one of the fastest ways to stall a builder’s program and sour the relationship you want to keep.