How testing firms price the work

Every construction materials testing proposal is built from the same three components. Field technician time is billed by the hour, portal to portal or from a set dispatch point, with a minimum charge per visit, often two to four hours, so that a fifteen-minute slump test still covers the technician's trip. Laboratory tests are billed per specimen or per sample at a unit price: one price per concrete cylinder break, one per Proctor curve, one per sieve analysis, one per set of Atterberg limits. Engineering and project management time, for report review, special inspection sign-offs, and meetings, is billed by the hour at a higher rate.

Rates vary by market and by the certifications the technician holds. A field technician certified to ACI Grade I and NICET Level II is a different rate than an uncertified sampler, and specifications that require the former get billed for the former. Nuclear gauge work carries the cost of licensed gauge ownership and is priced accordingly. Travel outside the normal service radius, per diem for out-of-town assignments, and overtime for night pours or Saturday placements are line items, not surprises, on a well-written proposal.

What actually drives the total

Diagram of 4×8 and 6×12 concrete test cylinders with rodding layers and the ASTM C31 curing timeline
Diagram of 4×8 and 6×12 concrete test cylinders with rodding layers and the ASTM C31 curing timeline. Schematic, not to scale.

The rate sheet gets the attention, but the specification drives the number. Two projects with identical rates can differ by a factor of three in testing cost because one specification requires a set of cylinders per 100 cubic yards and the other per 150, or because one requires a density test per lift per 2,500 square feet and the other per 5,000. A specification that requires full-time special inspection during all concrete placement is a fundamentally different scope than one that requires periodic inspection.

Schedule drives it too. A pad that is placed in four large lifts on consecutive days costs less to test than the same pad placed in ten thin lifts over three weeks, because each lift is a technician visit. Concrete placed in one 400-yard pour costs less to test than the same volume placed in eight 50-yard pours. Testing agencies do not control the schedule, but a contractor who understands this can sequence work to keep testing efficient.

Finally, geology and material quality drive rework testing. A fill source that fails qualification means another round of laboratory tests on the replacement. A lift that fails density is retested. A cylinder that breaks low triggers reserve breaks and, in the worst case, a coring program. None of that is in the base proposal, and a contractor with good material and good compaction practice spends less on testing than one without.

Typical line items and what they cover

Reference table — Typical line items and what they cover (Line item, Billed as, What it covers)
Typical line items and what they cover. The project specification governs.

The table below is the shape of a materials testing proposal, not a price list — rates vary by market and by year, and anyone quoting a flat number without seeing the specification is guessing. Use it to read a proposal, or to check that one is complete.

Line itemBilled asWhat it covers
Field technician — concretePer hour, minimum per visitSampling (C172), slump, air, temperature, unit weight, cylinder casting (C31), cure box pickup
Field technician — soilsPer hour, minimum per visitNuclear density and moisture (D6938), lift acceptance, daily field report
Compressive strengthPer cylinderLaboratory curing, capping, break (C39), report
Flexural strengthPer beamLaboratory curing and break (C78)
Proctor (standard or modified)Per curveMoisture-density relationship (D698 / D1557), one per fill source
Atterberg limitsPer sampleLiquid limit, plastic limit, PI (D4318)
Sieve analysis / minus 200Per sampleGradation (C136 / D6913) and wash (C117 / D1140)
Special inspectionPer hour, by inspector certificationReinforcing steel, formwork, embeds, bolting, welding, masonry — per IBC Chapter 17 schedule
Engineering reviewPer hourReport review, low-break evaluation, final letter to the building official
Mobilization / travelPer trip or per mileOutside normal service area; per diem on out-of-town assignments

Spot testing versus full-time project testing

Spot testing is what a small project buys: a technician visit per pour, a laboratory test per sample, billed as it happens against a rate sheet. It is the right model when the work is intermittent and the total is small. The risk is that nobody is watching the specification's frequency requirements, and the building official's pre-pour inspection is where the gaps get found.

Full-time project testing is proposed from the plans. The agency reads the specification, counts the concrete quantities and fill lifts, applies the required frequencies, and produces a lump sum or a not-to-exceed number with a schedule of assumed quantities. If the project grows, the proposal has unit rates for the change. This is the right model for anything with structural concrete placed on a schedule, because it puts the testing plan in writing before the first pour and it makes proposals comparable.

When comparing proposals, compare the assumed quantities, not the bottom line. Two proposals at similar rates with a 30 percent difference in price almost always differ in how many tests they assumed, and the lower one will come back as change orders.

How to get a number you can rely on

Send the specification section for testing, usually Division 01 quality requirements plus the concrete and earthwork sections, the geotechnical report, and the plans or at least the concrete and fill quantities. With those, a testing agency can produce a written proposal with a scope, a frequency table, a schedule of rates, and a total. Without them, the most an agency can honestly offer is a rate sheet, and a rate sheet is not a budget.

Ask what certifications the technicians hold and whether they match what the specification and the owner require. Ask how reports are delivered and how fast. Ask what happens on a failed test and whether retesting is included. Those questions separate a testing agency from a body shop, and the answers matter more than a dollar an hour on the rate.

About the author

CMT Field Desk, Field & Laboratory Staff, Construction Materials Testing. Guides written in the voice of the technicians who run these tests every day, drafted with AI assistance from the firm's test-method library and the ASTM, ACI, and code references cited in each guide. NICET-certified soils and concrete technicians; ACI Concrete Field Testing Technician Grade I; ICC special inspectors.

How this guide was made: drafted with AI assistance from our test-method library and the standards cited in the text, then checked by automated guardrails before publication (links limited to our own pages and the cited sources; no accreditation, client, or project claims). Spotted an error? Corrections: info@constructionmaterialtesting.com.

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