Public paving bids: a practical bid-or-pass worksheet

What makes a public paving bid worth pursuing?

A worthwhile bid fits the business you can operate during the proposed construction window. Start with the work limits, buying agency, bid deadline, award timing, and available crew. Then test the paving sequence and money. A large advertised quantity does not help if the plant cannot supply the specified mix during the permitted closure.

Use three decisions: bid, hold, or pass. Bid means the evidence supports proceeding at an approved price. Hold means a specific answer could change the decision before your internal cutoff. Pass means the opportunity fails a requirement or business limit you cannot resolve in time. The worksheet is an internal approval record; it does not replace the agency's submission forms.

Keep mandatory requirements separate from commercial judgment. A strong margin cannot cure missing bid security or an impossible completion date. Likewise, available bonding does not establish that you have enough cash or a workable rolling plan. The estimator prices the package, the superintendent checks production, and the owner approves the financial exposure.

Where do you find the actual paving solicitation?

Start with the issuing agency's procurement portal. Search the work as well as the trade: mill and overlay, pavement rehabilitation, asphalt resurfacing, parking-lot repair, and pavement markings. For federal work, SAM.gov Contract Opportunities includes several notice types, including solicitations, presolicitations, and awards. An award notice provides history; it is not a current invitation to bid. For a broader view of city, county and school opportunities, PorchRocket's Bid Control brings public paving bids together before the estimator opens each issuer's package.

Save the official solicitation number, agency, project address, notice type, status, and retrieval date. Open the attachments and amendments. Record the exact closing time and time zone, mandatory visit, question deadline, bid delivery method, and construction window. A listing summary is useful for discovery, but the issuer's complete package is the estimating basis.

Keep the original document set and a dated addendum log. Assign one person to check for changes through submission. If an addendum changes thickness, phasing, wage information, or the completion date, reopen the worksheet and affected quotations. Search results and an old downloaded package cannot establish the current scope.

Which requirements stop the bid before estimating?

Check the bidder instructions before measuring every pavement patch. Enter required licenses, registrations, prequalification, experience, mandatory attendance, bid security, signatures, and insurance. Identify subcontractor disclosures, participation commitments, and material-origin certifications if the package requires them. Record when each item is due. Do not conclude an award-stage document can substitute for something required with the bid.

Confirm the bond forms, required amounts, premium, and approval for this project with the surety. Ask how this award fits the work already under contract. The Small Business Administration's bond overview distinguishes bid, performance, and payment bonds; those are different obligations. An old capacity letter is a reason to contact the surety, not a project approval.

For federal sealed bids, Federal Acquisition Regulation (FAR) 14.301 requires compliance with the invitation's material terms. A private-work proposal with added exclusions or different payment terms can therefore create a responsiveness problem. Keep estimating inputs in your internal record. Resolve scope conflicts through the designated question process, and qualify the submitted offer only where the solicitation permits it.

State and local procedures need their own review. TxDOT's 2024 Item 2, for example, identifies failures involving addenda, signatures, proposal guaranties, and altered bid conditions. That is a useful checklist example, not a rulebook for every municipality. Follow the actual invitation and incorporated provisions.

Bid-or-pass worksheet

Copy this table into the estimate folder. Above it, enter the project number, estimator, operations reviewer, decision date, bid deadline, and internal cutoff. For every row, record the document page, quote, field note, or named approval that supports the answer. An empty box means unresolved, not acceptable.

Use B for verified fit, H for hold, and P for pass. Every H needs an owner and a deadline earlier than submission. Every mandatory row must clear before release. The margin and cash rows need the owner's stated limits, not an industry percentage copied from another bid.

What must you verify at the site?

Walk the proposed limits with the superintendent when access is authorized. Reconcile the plan outline with islands, entrances, tie-ins, drainage structures, and areas that remain open. Note turning space, overhead restrictions, staging, material delivery routes, and where trucks can wait. Take dated photographs with locations that another reviewer can find.

Separate observation from design responsibility. A cracked area is visible; its required excavation depth may not be. List missing base-repair limits, pavement investigation results, drainage details, and structure adjustments as questions. Ask the agency how they are measured and paid. Do not turn an uncertain condition into a zero-cost line because the bid form lacks an obvious pay item.

Check pedestrian access, accessible routes, temporary markings, and reopening requirements against the plans. Carry the labor and equipment required by the traffic-control plan. FHWA identifies the national Manual on Uniform Traffic Control Devices (MUTCD), 11th Edition with Revision 1, as current. Confirm the applicable state requirements and project details rather than pricing a familiar closure from memory.

If access is unavailable, record that limitation and the evidence still missing. Request an authorized visit or clarification. Aerial area measurements can help check geometry, but cannot verify pavement thickness, hidden base condition, or the agency's acceptance of your proposed repair.

Can the plant, trucks, and rollers make the work window?

Build a shift from usable placement time. Subtract setup, approved traffic changes, sampling, handwork, cleanup, and reopening activities from the permitted hours. Use your crew's records from comparable work to estimate output. A paver's advertised capacity does not establish the rate achievable through a tight entrance with intermittent truck deliveries.

Check the complete truck cycle: loading queue, loading, outbound travel, site queue, discharge, and return. For a planning calculation, truck count times legal payload divided by cycle hours gives the average supply rate. Then check the first delivery, last load, variability, plant allocation, and breaks. Average supply alone does not prove continuous feed or acceptable delivery temperature.

Reserve the specific paver, rollers, operators, and quality-control coverage. Ask operations whether the rolling pattern can reach the specified density within the expected compaction window. Read the project's weather limits, testing rules, corrective-work obligations, and payment adjustments. TxDOT Item 341 illustrates how placement, testing, and payment requirements sit together; use the item actually incorporated into your project.

Place this sequence beside existing commitments. Include the likely award and notice-to-proceed window, not just the date you hope to start. Identify a replacement machine or rental arrangement and the time needed to obtain it. If the plan depends on another job finishing early, record that dependency as a hold.

Which costs belong in the bid?

Build costs from the pay items and the complete construction sequence. Include milling, disposal, preparation, repairs, tack, mix, hauling, placement, compaction, markings, structures, testing, traffic control, mobilization, and closeout where required. Assign incidental work to a cost code even when it has no separate payment item. Check subcontract quotes for the same limits, phases, and revisions.

Confirm whether each price is plant pickup or delivered, which taxes and fees it includes, its validity period, and any minimum, standby, or cancellation charges. Avoid charging haul twice or leaving it out. Price owned equipment with your actual operating and ownership costs. Put operators in labor or equipment consistently.

Determine the applicable wage requirements from the contract and funding. On work covered by Davis-Bacon labor standards, the Department of Labor identifies prevailing wages and fringe benefits, weekly worker payment, and weekly certified payroll reporting. Price the applicable classifications, burden, overtime exposure, and reporting effort. State or local requirements require a separate check; a municipal owner alone does not establish federal coverage.

Read measurement and payment before deciding the quantity risk. A lump-sum scope and a measured unit-price item need different sensitivity checks. Purchased tons, estimated plan tons, and payable accepted tons are separate quantities. Do not conclude waste, rejected material, or excess thickness earns payment. Carry overhead, financing, bonds, and a named risk reserve before calculating profit.

Worked example: a municipal lot overlay

Anvilfield research models a typical lump-sum paving package. The case uses 54,000 square feet, equivalent to 6,000 square yards, milled 2 inches and replaced with a 2-inch compacted surface lift. The case uses an approved mix suited to that lift, compliant weather, and no unrelated project interruptions. Use a compacted density of 150 pounds per cubic foot and short tons of 2,000 pounds. Calculated mix is 54,000 x (2 / 12) x 150 / 2,000 = 675 tons. Add 5 percent purchasing allowance: 708.75 tons, rounded up to 709.

The sample documents establish the repair limits and require no base reconstruction, curb replacement, or utility relocation. Resurfacing is an alteration under the federal parking guidance. For this example, a completed accessibility review confirms that the existing spaces, aisles, signs, and routes already meet the applicable requirements, so no geometric or sign changes are needed. Required parking markings remain in the priced scope. There are four structure adjustments. Resolve missing repair or accessibility work before approving the bid.

The case uses a seven-workday window: one milling day, one preparation day, two paving days, one marking day, and two recovery days. The owner closes the lot throughout. Each paving shift has eight paid hours and six productive placement hours. Eight crew members cost a fully burdened $65 per hour, including operators, applicable wages, fringe costs, payroll taxes, and workers compensation. No overtime is modeled.

The case uses four trucks with legal 20-ton payloads, an 80-minute complete cycle, and eight billed hours per paving day at $125 per truck-hour. Their calculated supply is 60 tons per hour. Two days at six productive hours provide 720 tons of theoretical capacity against 709 purchased tons. That leaves little delivery slack; the disruption case below matters.

Every rate in the table is an input. Material is plant pickup. Milling includes its crew, machines, hauling, disposal, and traffic arrangements, with no millings credit. Preparation includes sweeping, tack, and its traffic arrangements. Equipment rates include fuel and operating costs; operators are already in crew labor. Markings, testing, and structure work include their own labor. Applicable purchase taxes and consumables are included in the stated rates.

How much trouble can the margin absorb?

This contractor requires a 12 percent planned pretax margin after overhead and reserve, plus at least 8 percent in a named disruption case. The base price calculation is $152,220 / (1 - 0.12) = $172,977.27. Rounding to $173,000 leaves $20,780 planned profit, about 12.01 percent. Adding 12 percent to cost does not produce a 12 percent margin.

Now truck cycles lengthen to 100 minutes. Four 20-ton trucks then supply 48 tons per hour, or 576 tons across the original twelve productive hours. Carry one additional full paving shift: $4,160 labor, $3,200 equipment, $4,000 hauling, and $1,400 traffic control, totaling $12,760. Also the pickup mix price rises $8 per ton before purchase, adding $5,672, with no contractual escalation reimbursement.

The combined added cost is $18,432. All other costs remain fixed, the additional shift fits within recovery time, and there are no delay damages, rejected work, or payment reductions. Spend the existing $7,000 reserve against this disruption before reducing profit. Expected cost becomes $145,220 before reserve plus $18,432, or $163,652. Profit at $173,000 is $9,348, about 5.40 percent. Do not count the reserve again as another cost.

At the example's 8 percent disruption-margin floor, the required price is $163,652 / 0.92 = $177,882.61, rounded up to $177,900. That price also clears the base target. The worksheet says pass at $173,000; consider bidding $177,900 only after the remaining checks clear. Nobody has established that either price will win.

Can you fund the work until payment?

Build a weekly cash schedule beside the estimate. Record payroll dates, supplier and subcontractor terms, billing cutoffs, approval steps, expected receipts, and retainage release conditions. Profit cannot pay a plant invoice before the customer pays you. Use the contract's actual payment terms and your documented financing arrangements.

The payment schedule includes no advance or interim receipt before day 45, when an approved invoice pays 95 percent of the contract price. The remaining 5 percent arrives on day 90. All planned costs require funding before the first receipt; the reserve remains available as cash until used. The overhead allowance includes financing through day 90, with no further fee in the disruption case.

$170,000 of committed liquidity is available after protecting existing jobs and company obligations, and the owner requires a $5,000 unused buffer. Base funding plus buffer is $157,220. Disruption funding plus buffer is $168,652, so both fit, narrowly. At the proposed $177,900 price, the modeled first receipt is $169,005 and retainage is $8,895.

What turns a hold into a bid or a pass?

A hold clears when evidence changes the unresolved condition. A written plant allocation, confirmed surety approval, or an agency addendum can close a specific question. An optimistic phone conversation about likely access does not change the advertised work window. Keep the question, answer, authorized source, and cost effect together.

Set an internal cutoff that leaves time for repricing, review, and reliable delivery. If the needed answer has not arrived, decide using the risk you actually carry. Pass when that risk exceeds the owner's limit or prevents a compliant offer. Do not leave an unresolved hold until the upload clock forces a guess.

If the job passes qualification, approve the complete bid form, including alternates and unit-price extensions. For unit-price work, test both increased and reduced quantities against fixed costs and the payment provisions. Avoid relying on a hoped-for change order, bonus, or unusually large payable quantity to make the original work profitable.

What to document

Keep the decision reproducible: document revisions, takeoff files, site notes, quote validity, production inputs, calendar, wage basis, bond confirmation, cash schedule, and owner approval. Give every unresolved item a person and due date. Preserve the final submitted package and delivery receipt separately from working drafts.

After award, hand the superintendent the inputs that affect execution. After a loss or pass, keep the reason. Compare actual production and final costs with the approved estimate on completed work. That record improves the next bid more than remembering only whether you were low.

Common mistakes

The first mistake is pricing tons before reading the work window. The second is counting a full paid shift as productive placement. Both errors make the crew and equipment look cheaper than the actual sequence permits.

Other expensive shortcuts are treating bond capacity as cash, copying an old wage sheet, presuming all purchased asphalt is payable, and applying one traffic-control allowance to several phases. Check the source behind each allowance. Reusing a cost code is useful; reusing an unsupported number is not.

Keep the submission compliant. A private-job exclusion does not automatically reserve a right on public work, and an internal contingency does not excuse deficient construction. Price the required acceptance process and a credible response to problems. If the scope cannot be understood or the performance plan cannot meet it, pass before spending more estimating hours.

Final bid checklist

Standards, references, and limits

Sources reviewed November 4, 2026.

FAR 14.301 supports the federal sealed-bid discussion. Department of Labor guidance supports covered federal construction labor obligations. SBA explains bond categories. FHWA identifies the current national traffic-control publication. TxDOT's 2024 book illustrates agency bidding, time, payment, and asphalt provisions; its specifications page provides access to special provisions. Apply only the requirements governing your solicitation, including amendments and applicable agency deviations.

Obtain those records for the job you intend to bid. Use the related Anvilfield estimating, milling, compaction, density-testing, accessibility, bonding, and cash-flow guides to develop the supporting checks.

Units and decision terms

Bid-or-pass worksheet

An internal record of evidence, requirements, production, margin, cash, and the person approving pursuit.

Hold

An unresolved decision with a named owner and cutoff; it is not authorization to submit.

Short ton

2,000 pounds; the ton used throughout the worked example.

Planned margin

Bid price less planned cost, divided by bid price; this example includes overhead and reserve in planned cost.

Risk reserve

Money carried for identified uncertainty, consumed before the same disruption reduces planned profit.

Peak funding need

The largest cumulative cash outflow before receipts, plus any separately required liquidity buffer.

Methodology

Counts, prices, work rates, schedules and outcomes in typical cases are inputs to the Anvilfield research model. Calculations use the stated scope, formulas, cost inclusions and exclusions. Cited public records and technical documents support their attributed facts. The package uses November planning inputs; funding dates, payment percentages and decision thresholds are internal scenario inputs. The source review covers guidance and archived examples; live contracts, wage determinations, plant quotes, bond approval and payment terms require project-specific confirmation.

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FAQ

People also ask

• How do you estimate asphalt paving?
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• Why does asphalt density matter?
• What does an asphalt paving inspector check?

Sources checked

• U.S. Access Board: Chapter 5, Parking Spaces Reviewed November 4, 2026. Resurfacing and resealing are alterations and must include accessible parking under the applicable scoping requirements. The typical case starts from verified existing compliance.
• SAM.gov: Contract Opportunities Opened with curl 2026-11-04, HTTP 200, for the 2026-11-04 source review. Supports federal notice discovery and the distinction between solicitations, presolicitations, and awards. No specific active opportunity is endorsed.
• Acquisition.gov: FAR 14.301, Responsiveness of bids Opened with curl 2026-11-04, HTTP 200. Supports material compliance, acceptance of invitation terms, and prescribed submission methods for federal sealed bids. Check the actual agency solicitation and applicable deviations.
• U.S. Department of Labor: Davis-Bacon and Related Acts coverage Opened with curl 2026-11-04, HTTP 200. Supports coverage review, applicable wage determinations, prevailing wages and fringe benefits, weekly payment, and weekly certified payroll reporting on covered construction. Does not establish coverage or rates for a particular municipal job.
• U.S. Small Business Administration: Surety bonds Opened with curl 2026-11-04, HTTP 200. Supports the distinction among bid, performance, and payment bonds. No program fee, contract threshold, premium benchmark, or project approval is inferred.
• TxDOT: 2024 standard specifications and special provisions Opened with curl 2026-11-04, HTTP 200. Provides the 2024 specification book and searches for special provisions and project specifications. The incorporated project documents control.
• TxDOT: 2024 Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges Opened with curl 2026-11-04, HTTP 200; PDF text inspected. Item 2 addresses incomplete and nonresponsive bids; Item 8 addresses work timing; Item 9 addresses measurement and payment; Item 341 addresses asphalt placement, testing, and payment adjustments. Used as an agency example, not a nationwide rule.
• FHWA: Manual on Uniform Traffic Control Devices Opened with curl 2026-11-04, HTTP 200. Identifies the 11th Edition with Revision 1 as the current official national publication and records the March 5, 2026 effective date for Revision 1. Confirm applicable state and project requirements.
• PorchRocket: Bid Control for public paving Opened with curl 2026-11-04, HTTP 200. Supports the public-paving opportunity destination only. No pricing, bid-volume, award-value, payment, coverage, or outcome claims are used.