PIERCE
LAND
CLEARING
Pads, cut and fill, ranch roads and pasture work across Caldwell County. Blackland and post oak sand in the same county, with mesquite holding whatever nobody has worked lately.
Caldwell County sits where the blackland prairie runs into the post oak sand, and Lockhart is close enough to the boundary that both show up regularly. The clay side holds water and needs compaction and timing. The sand side digs fast and needs base to carry anything. Mesquite has taken a lot of the ground that has not been actively worked, which makes clearing and dirt work one job more often than not here.
Blackland to the east and north, sandier ground south and west, and properties that contain both. It changes the machine, the weather window and the compaction plan, so it is worth establishing before anybody quotes acreage.
A lot of sites here need clearing before any dirt moves, and mesquite has to come out at the crown rather than be cut off if the ground is going back into production. We do both halves with one crew, which is faster and leaves nobody to blame in the middle.
The full menu from our excavation and dirt work page, priced and planned for Lockhart ground.
Cut and fill is the whole job on most sites around Lockhart. Material comes off the high side, goes onto the low side, and gets compacted as it goes rather than pushed into place and hoped over. Balancing a site so nothing has to be hauled in or out is the cheapest version of this work, and where the ground allows it we will tell you.
Grading is what separates a site that drains from one that ponds. We shape positive fall away from every structure, tie it into somewhere the water can actually go, and finish to a surface that reads as landform rather than machine tracks. On caldwell county getting this wrong shows up the first wet season.
A pad is only as good as what is under it. Subgrade gets prepared, fill goes in compacted lifts to a spec, and the finished elevation is set against the drainage plan rather than the existing dirt. Barn pads, shop pads and house pads around Lockhart all get built the same way because the failure mode is the same.
Site prep is where our clearing side and our dirt side meet. Trees down, stumps and root balls out of the building footprint, ground cut to rough grade and handed to a builder ready for survey and permit. Doing both halves with one crew is faster and there is nobody to blame in the middle.
Ranch roads and driveways get built to survive rain, not just to look right on the day. Crown for shedding water, base rock spread and compacted to a real depth, and crossings where the water already wants to run. A road built without those three costs more in the second year than it saved in the first.
Ponds and stock tanks are dirt work with a water problem attached. The dam gets keyed into undisturbed ground and built in compacted lifts, the basin gets cut to depth, and the spillway goes in at the right elevation. Around Lockhart we will tell you honestly whether your ground will hold water before you commit.
The iron, the days, and the transport set the base. From there the site speaks: how much cut and fill, what compaction spec, what finish. Our day rates follow the same published logic as our clearing and pond work, so the quote can be sanity-checked against our own website. Photos to 512-400-2693 start the clock on a same-day ballpark.
Around Lockhart the number depends on which soil you are on, whether clearing is part of the job, and how much base has to come in on the sandy side. Blackland work also carries a weather window that the sand does not.
Pictures, a rough scope, and where the property sits. The ballpark comes back the same day, in machine days, off the same published logic as the rest of our site.
We probe, read the soil, check the access, and settle where the dirt should go while standing on it. No plan gets drawn from a satellite photo.
Machines, days, transport, and any rock or haul contingency, all in writing. The number you sign is the number you pay.
The lowboy delivers within a few weeks of a signed quote and the machines stay until the dirt is finished. No vanishing to other jobs mid-build.
Clearing first if the ground needs it, then cuts, compacted fills, and grade, in the order the finished site requires.
The last step is a lap around the work, checked against the quote. Anything short gets fixed before the machines load.
A pond is a dirt job with a water problem attached, and it is the same crew, the same machines and the same compaction standard as a building pad. The difference is that a pad fails slowly and a dam fails all at once.
Everything that matters happens in the dam. It gets keyed in so water cannot slide underneath it, built in compacted lifts rather than pushed up in one pass, and given a bank shallow enough to mow. Ponds almost never fail in the middle. They fail at the dam.
The spillway is the other half. Somewhere for overflow to go that is not across the dam, cut into undisturbed ground at the right elevation.
Around Lockhart that question gets answered with test pits, not optimism. If the ground will not hold water on its own we will say so and price the fix, whether that is a clay core, imported select fill or a sealed basin.
Depth beats width every time. Six feet at center is the baseline we build to, and it is why our pond pricing is quoted that way.
Real projects with full write-ups and photos. Every card opens the project page.
Every number on a dirt job comes back to what is under the surface, and the only honest way to know is to open the ground. We dig test holes on the site walk. It costs an hour and it is the difference between a quote you can rely on and a change order later.
Fill placed in one lift and tracked over looks identical to fill placed in compacted lifts, right up until something is built on it. We build to a spec and we are happy to have it tested. The pads that fail in Texas nearly all failed at this step.
Most dirt work that goes wrong went wrong because of water, not dirt. Where it comes from, where it sits and where it leaves are questions we answer before the first cut around Lockhart, because retrofitting drainage after concrete is the expensive way to learn it.
We clear the trees and we move the dirt, which means the stumps come out of the pad footprint properly instead of being someone else problem. On a site that needs both, that is usually days off the schedule and one less contractor to coordinate.
These guys are top notch. They cleared a ton of land filled with branches from the recent ice storm. Their equipment is top grade and very friendly responsive service.
Steve, Google review
Huge fan of this family owned business, great people! If I need my land cleared will definitely call them!!
Destiny Laster, Google review
Preston, Dustin, and Steven just wrapped up an amazing job on an 800-acre commercial property. They were professional, dependable, hardworking, and transparent. I would highly recommend their services to anyone.
Nick Rodriguez, Google review
Priced by the machine day rather than by guesswork. Dozer and excavator work is $3,000 per day plus transport, with a one day minimum on every machine. What sets your number is how much material moves, whether fill has to be imported, and which soil you are on and whether clearing is part of the job. Send photos and we will give you a real figure.
Yes, and it is usually cheaper to have one outfit do both. Trees down, stumps and root balls out of the building footprint, then straight into cut and fill with the same crew. On a site that needs clearing and dirt work, splitting it across two contractors adds days and a blame line in the middle.
Yes. Bring the plan set and we build to it, including compaction spec and finished elevations. If the plan and the ground disagree, which happens in Caldwell County more than people expect, we will flag it before we start rather than build something that has to be redone.
It gets planned for, not discovered. The site walk includes probing, and the quote carries a written contingency for ripping or hammering, billed by the day. The difference between outfits shows up at the first hard bucket, and ours is in writing.
We build pads in moisture-conditioned compacted lifts to plan elevations. If your engineer requires density testing we build to the spec and support the schedule, and if there is no engineer we build like there was one.
Yes, that is the operation: clearing, grubbing, excavation, grading, and pads under one plan and one invoice. The gaps between contractors are where budgets die, so we removed the gaps.
Photos and a rough scope get a same-day ballpark. A site walk gets a written number in machine days that does not move after you sign.
