If you've been in this industry long enough, you've heard the old saying: "You can have it fast, good, or cheap, pick two."
It applies to everything from poured concrete to project timelines. And lately, I've been seeing it play out in a big way with GPS machine control models.
Whether you're running dozers, graders, or excavators, the GPS model you choose will shape your project's efficiency, accuracy, and bottom line. But here's the hard truth: you can't have all three at once. Not really.
So let's break down what each choice really costs you.
Option 1: Fast + Good (But Not Cheap)
This is the premium tier. You're getting top-tier accuracy, real-time corrections, and reliable hardware that integrates seamlessly with your machines. You're paying for speed, fast setup, fast data processing, and faster grading with minimal rework.
Who it's for:
· Large-scale projects with tight deadlines
· Sites where rework is expensive or impossible (e.g., airport runways, bridge footings)
· Contractors who bill by the yard and can't afford delays
The catch:
You'll pay upfront. And you'll pay for training, support, and software updates. But if your margins depend on getting it right the first time, every time, this is the only real choice.
Option 2: Good + Cheap (But Not Fast)
This is the budget-friendly route, but it comes with a slower pace. You're getting reliable, accurate models that do the job, but they may require manual data transfer, offline updates, or slower processing times.
Who it's for:
· Smaller jobs with flexible timelines
· Contractors building their fleet or testing GPS for the first time
· Sites where you can afford to take an extra day to verify grades
The catch:
You'll save money, but you'll spend time. Time on setup. Time on troubleshooting. Time on rework if the model lags behind the machine's movements. If time isn't your enemy, this can be a smart, sustainable choice.
Option 3: Fast + Cheap (But Not Good)
This is the dangerous one. You're getting speed and a low price, but the models are inconsistent, glitchy, or inaccurate. Maybe they're older units, off-brand, or missing critical software updates.
Who it's for:
· Honestly? It's for projects where precision isn't critical, rough grading, clearing, or demo work. Erosion Control models
· Contractors who are willing to babysit the system and manually check every pass
The catch:
You'll save now, but you'll pay later. Rework. Over-excavation. Material waste. Frustrated operators. Angry project managers. In the worst cases, a cheap GPS model can cost you more than a premium one in just one job.
So Which One Should You Choose?
It depends on your project, your team, and your tolerance for risk.
At Four Legged Construction, we help clients make that choice by walking them through the real-world trade-offs, not just the spec sheets. We've seen dozers run on all three tiers, and we know what works where.
Here's my rule of thumb:
· If you're grading sub-base or finishing grade, go with Fast + Good. Rework is not an option.
· If you're doing rough cut or bulk earthmoving, Good + Cheap can work just fine.
· If someone offers you Fast + Cheap, ask them why it's so cheap and test it before you trust it.
The Bottom Line
Fast. Good. Cheap. Pick two.
But choose wisely, because that third one will always come back to haunt you in the dirt.
Got a GPS model you're curious about? We've tested most of them. Drop us a line, and we're happy to give you an honest, no-BS take.
The year… 2024. It was a grand time. So much hope and… ok, fuck that. I showed up and fuck shit happened. There were three rookie grade checkers running around in 117-degree heat trying to topo a 340-acre solar site. We had 10 657’s, four motor graders, and 10 6k water trucks providing just enough water to turn the Arizona desert sand into a fine, powdery dust. The job site slogan was, “Safety First, then things go worse.” This is the reality of modern construction. It’s chaotic, it’s hot, and the margin for error is razor-thin. This particular job in Tonopah, AZ, is the perfect case study for why the phrase "anyone can process data" is a dangerous mindset. Because in our case, the drone flight was off by 6 feet. Over 340 acres, that’s a miscalculation of 3,515,600 cubic yards. The redesign took weeks.
But this isn't just a story about a bad day. It's a lesson in why we can't just "blow and go" when it comes to point cloud data.
In the era of drones and automated processing, it’s easy to believe that the data handles itself: anyone can process data, the data can process in the background, there’s nothing to it and it just takes time. This is the lie we tell ourselves. The truth is that raw data is just noise until a human being interprets it. If you don't understand the context, you're just creating a digital mess. Before you even open the software, you have to understand what the deliverable is meant to achieve. Is this for a quick volumetric check? Is it for a final as-built? Or is it for a design? Your purpose dictates your precision. The first step in processing is always: Compare what is there versus what the takeoff said. If you skip this verification step, you are building a model on a foundation of sand.
Next, you need to create an existing conditions model and tie it into the existing site. This isn't a passive activity. You must actively look for errors and progress throughout the phase. You cannot just set the software to "auto" and walk away. When you process point cloud data, you aren't just looking at dirt. You are looking at a battlefield of artifacts. You have to filter out the buildings, light poles and those darn birds. These objects create random spikes in the surface. If you don't clean them, your volume calculations are garbage.
But, there is also a Silent Bid Killer: Grass and Vegetation. Perhaps the most insidious error comes from the ground itself. Grass can provide false elevations unless you know what to look out for in the surface. To the untrained eye, a grassy field looks flat. But in a point cloud, tall grass or soft powder (like that Arizona desert sand turned to dust by water trucks) creates a "fuzz" above the actual dirt. This might seem like a small discrepancy—maybe only a few tenths in elevation—but over a large site, it could be worth millions of dollars in a missed bid number. In our case in Tonopah, that discrepancy was 6 feet. It was the difference between a balanced site and a massive import/export nightmare.
Don't get me wrong, the technology is incredible. It allows us to capture 340 acres in a fraction of the time it used to take. But the tech is only as good as the person checking the control points and verifying the surface. But when you have rookie grade checkers in 117-degree heat, and the water trucks are turning the ground into powder, you are already fighting an uphill battle. If you compound that with a "set it and forget it" attitude toward the data processing, you end up with a multi-million dollar mistake. So, do yourself a favor. Don't just process the data. Interrogate it. Verify the control. Check the existing site. And for the love of God, filter out the birds.