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Estimating

Construction estimating and tender pricing: building a bid from a priced BOQ

Published: 15 October 202612 min read

Most project losses do not start on site. They start on the estimator’s desk weeks before award: an optimistic output rate, a supplier quote that quietly excludes hoisting and scaffolding, or a profit percentage calculated the wrong way round. This guide walks through how a tender price is built from a priced BOQ — the unit rate build-up, site and head-office overheads, risk, quotes and the bid/no-bid call — and why the estimate itself has to become the project budget after award.

Key takeaways

  • A unit rate is built from labour, plant, materials with wastage and subcontract quotes — each backed by an output or a quantity you can defend.
  • Site overheads (preliminaries) and head-office overhead and profit are different things; lumping them together hides what the job really costs.
  • A 15% markup on cost is only a 13.04% margin on price — on a SAR 10 million job the gap is over SAR 260,000.
  • A quote cannot be compared with another until it has been levelled: same scope, same exclusions, same payment terms.
  • An estimate that does not become the budget after award leaves every later cost report with nothing to compare against.

In this article

  1. 01The estimate is a cost; the tender is a decision
  2. 02Unit rate build-up: a cubic metre of concrete
  3. 03Overheads and profit: markup is not margin
  4. 04Provisional sums, risk and front-loading
  5. 05Supplier and subcontractor quotes: level them before you compare
  6. 06Bid or no bid: not every tender deserves pricing
  7. 07After award: the estimate becomes the budget

The estimate is a cost; the tender is a decision

Two words get used interchangeably and should not be. Estimating is engineering: what will it cost us to build this scope with the resources we have, at the outputs our crews actually achieve. The tender price is a commercial decision management takes on top of that estimate: how much to add for overhead and profit, how much risk to carry in the price, and whether we want this job at all.

Keeping the two steps apart is not bureaucracy. When an estimator nudges labour output upwards to reach a “competitive” number, management loses the knowledge that it has accepted a thinner margin; everyone believes the cost is low when what is low is the estimate. The cost is estimated honestly by the technical team, and any discount is a management decision, made openly, on its own line.

Note: The structure of a price in one line

Tender price = direct cost of the measured items + site overheads + risk allowance + head-office overhead and profit + the provisional sums stated in the tender documents. Each section below deals with one part of that equation.

Unit rate build-up: a cubic metre of concrete

A unit rate build-up is the documented answer to “why is this item at this rate?”. The example below is a pumped ready-mix slab pour, excluding reinforcement and formwork, which are separate BOQ items. The figures are illustrative; the method is the point.

Build-up of one m³ of slab concrete (direct cost, illustrative figures)
ComponentBasisCost per m³
Ready-mix concreteSAR 290/m³ × (1 + 4% wastage)SAR 301.60
Curing compound and sundriesAllowance per m³SAR 6.00
LabourGang SAR 1,650/day ÷ 40 m³/daySAR 41.25
PlantPump and vibrators SAR 2,520/day ÷ 40 m³/daySAR 63.00
Total direct cost—SAR 411.85
  1. 1

    Labour: a gang and an output, not a rate per m³

    Start from the real gang: a foreman (SAR 350/day), six labourers (SAR 180 each) and a vibrator operator (SAR 220) — SAR 1,650 a day. Then divide by the daily output your own sites have achieved on similar work, not by what the pump brochure promises.

  2. 2

    Plant: paid for whether it works or waits

    The pump is hired by the day or the visit whether it places 40 m³ or 15. If the job is a string of small, scattered slabs, the realistic output is lower and the cost per m³ is far above the figure in the table.

  3. 3

    Materials: price plus wastage

    Wastage is not a random safety margin; it is a known ratio from your own records — truck residue, level tolerances, the over-order at the end of a pour. The 4% here might be 2% on regular foundations and 7% on small, broken-up work.

  4. 4

    Subcontracts: the levelled quote, plus what it leaves you

    If the item goes to a subcontractor, the rate is the levelled quote plus everything the quote excludes and leaves with you: hoisting, water, power, security, scaffolding.

Keep this build-up with the tender file. After award you will need it twice: when you monitor the item’s actual cost, and when you are pricing variations against contract rates and the consultant asks you to break down the rate you submitted.

Overheads and profit: markup is not margin

Above direct cost sit two quite different layers. The first is site overheads — the preliminaries: the project’s site staff, temporary offices, temporary power and water, insurances, security and transport, all of which scale with the duration of the job rather than its quantities. The second is head-office overhead and profit: the main office, senior management, procurement and accounts, and then the return the company wants on its capital and its risk.

The arithmetic almost everyone gets wrong

When the managing director says “we want 15%”, the question is: 15% of what? Markup is calculated on cost; margin is calculated on selling price. The relationship is fixed: margin = markup ÷ (1 + markup), and markup = margin ÷ (1 − margin).

A job costing SAR 10,000,000: 15% markup vs 15% margin
15% markup on cost15% margin on price
Cost10,000,00010,000,000
Profit1,500,0001,764,706
Tender price11,500,00011,764,706
Actual margin on price13.04%15.00%
Actual markup on cost15.00%17.65%

The gap between the two columns is SAR 264,706 on a single job. If the business plan assumes a 15% margin on revenue and the estimator added 15% to cost, the shortfall exists on the day you submit — before anything goes wrong on site.

Warning: Don’t bury preliminaries in the profit line

Some estimators put one “overhead and profit” percentage on top of direct cost. When the job runs three months late, nobody knows what an extra month costs, because the monthly cost of running the site was never priced line by line. Price it per month — you will need exactly that figure later for any extension-of-time claim and the prolongation costs that go with it.

Provisional sums, risk and front-loading

Provisional sums are set by the employer in the tender documents for work not yet defined, and the contractor carries them at the stated amount. Do not confuse them with your own risk allowance: the first belongs to the employer and is adjusted to actual cost, the second is your decision to cover what the contract makes you carry. Whether you may add overhead and profit to provisional sums depends on the contract conditions — read them rather than assume.

An illustrative tender summary (SAR)
LineBasisAmount
Direct cost of measured itemsSum of unit rate build-ups8,400,000
Site overheads (preliminaries)Priced per month for the duration1,100,000
Risk allowance2% of 9,500,000190,000
Head-office overhead and profit10% markup on 9,690,000969,000
Provisional sumsAs stated in the tender documents500,000
Tender price—11,159,000

A risk allowance should not be a habitual percentage. List the risks and price each one: if you judge a 30% chance of hitting rock in the excavation with an impact of SAR 400,000, its expected value is SAR 120,000. Then decide: price it, qualify it in the tender, or raise a clarification before close. A qualification can make a bid non-compliant under some tender rules, so know the rules first.

Front-loading: a cash gain with a hidden price

Front-loading means inflating early items and depressing late ones while the total stays the same. Example: 5,000 m³ of excavation at a fair SAR 40 and 20,000 m² of painting at SAR 30 — SAR 800,000 in total. Price the excavation at SAR 64 and the painting becomes (800,000 − 320,000) ÷ 20,000 = SAR 24, and you collect an extra SAR 120,000 in the first months, which helps your cash flow and early payment applications.

Warning: Why front-loading bites back

If the excavation is re-measured down, the uplift goes with it. If painting grows by 5,000 m² through a variation valued at contract rates, every square metre is SAR 6 below its worth — SAR 30,000. An experienced consultant will spot an unbalanced bid and may ask for it to be rebalanced, and some employers will reject it outright. And worst of all, your internal cost reports will show excavation wildly profitable and painting losing money, and both are fiction.

Supplier and subcontractor quotes: level them before you compare

On most tenders a large share of the direct cost comes from outside prices: ready-mix, rebar, MEP, waterproofing, aluminium. Send one request for quotation with the same scope, the same quantities and the same specification to every supplier, and ask them to price against your BOQ items rather than as a lump sum.

Levelling three blockwork quotes (SAR)
QuoteHeadlineExcluded and left with youLevelled
A1,180,000Scaffolding 45,000 + hoisting 30,0001,255,000
B1,240,000None1,240,000
C1,150,000Scaffolding + hoisting + lintels 60,0001,285,000

The cheapest headline is the most expensive levelled price. Levelling also covers quote validity (does it outlast the tender evaluation period?), payment terms, advance payment, whether VAT is included and the currency. It is the same discipline you will need again when comparing subcontract bids line by line before award.

  • Never price a major item on a single quote; three comparable quotes is a sensible minimum.
  • Record in the tender file which quote each item is priced on, so procurement can start from it after award.
  • A quote that expires before the expected award date is an assumption, not a price — price the risk that it rises.

Bid or no bid: not every tender deserves pricing

Pricing a serious tender burns weeks of estimating and engineering time, plus quotes from suppliers you will want to ask again next time. So the bid/no-bid decision belongs before pricing, not after, and it rests on specific questions:

  1. 1Do we have proven experience of this type and size of project, or will we be pricing outputs we have never achieved?
  2. 2Do we have the site team and the cash for the expected construction period, alongside current jobs?
  3. 3Are the contract terms acceptable: delay damages, retention, payment periods, risk allocation?
  4. 4Who are the employer and the consultant, and what is their record on paying and approving variations?
  5. 5How many competitors are expected, and do we have a real edge — a nearby site, idle plant, a relationship with the employer?
  6. 6Are the tender documents complete enough to price, or will their gaps turn into contractor risk?

Tip: Keep a record of every tender

Log every tender: the bid/no-bid decision, your price, the winning price if it is published, and the gap. After twenty tenders you will know where you win and where you price to lose — which is the most valuable input to the next bid/no-bid call.

After award: the estimate becomes the budget

The most dangerous moment in an estimate’s life is the day of award, when the tender file is closed and the delivery team starts its own budget from scratch. From then on every cost report compares actuals against a number the job was never priced on, and nobody can tell whether a variance is a delivery problem or a pricing one.

  1. 1

    Turn the build-ups into item budgets

    Each item’s direct cost — not its sell rate — becomes its budget, split into labour, plant, materials and subcontract. That is what lets you compare actual cost per unit with the estimate, as in this concrete example of rate vs cost.

  2. 2

    Preliminaries become a monthly budget

    What was priced per month is monitored per month. An extra month on site shows up as a variance straight away, not as a surprise in the final account.

  3. 3

    Keep the risk allowance on its own line

    Do not spread it across the items. When a risk materialises, draw from the allowance with a recorded decision, so it is always clear how much is left.

  4. 4

    Measure performance against it

    A baseline taken from the estimate is what makes earned value and its performance indices meaningful: the cost performance index compares actual cost with the estimated cost of the work done, and any other budget turns it into a measure of something else.

In muqawil, the priced BOQ — unit rates and line totals that roll up — stays with the project after award: progress recorded against its lines drives earned value, while budget lines (set from your direct-cost estimate) and approved expenses carry the cost side. muqawil has no take-off or estimating module, so the build-ups themselves stay in your estimating file, but the number you priced on stays where it can be compared with what is actually being spent.

Frequently asked questions

What is the difference between markup and margin in construction?+

Markup is calculated on cost; margin is calculated on selling price. A 15% markup on a SAR 10 million cost gives a SAR 11.5 million price and only a 13.04% margin, whereas a 15% margin needs a price of about SAR 11.76 million — a 17.65% markup on cost.

How do I set the wastage allowance in a unit rate build-up?+

From your own project records: compare the quantity actually purchased with the approved installed quantity for each material. The ratio depends on the work; large regular pours waste less than small broken-up work, so do not use one figure for every item.

Should overhead and profit be added to provisional sums?+

It depends on the contract conditions and the tender documents. Some ask for the provisional sum to be carried as stated with a separate line for overhead and profit on it; others do not. Read the conditions rather than assume, because the provisional sum is adjusted to actual cost during the works.

How many quotes do I need before pricing an item?+

Three comparable quotes for the major items is a sensible minimum. More important than the count is levelling them: same scope, same exclusions, same payment terms and validity — otherwise you are comparing numbers that do not describe the same thing.

Why should the project budget be the tender estimate itself?+

Because the purpose of cost control is to know whether the job is being built for what it was priced at. If the delivery team starts a fresh budget, you cannot tell whether a variance comes from site performance or from a pricing error, and you learn nothing for your next tender.

Control the job against the number you priced

In muqawil your priced BOQ stays with the project after award and measures progress against your budget lines, supplier quotes on an RFQ sit side by side and are awarded straight into a purchase order, and subcontract packages are tendered as bid packages — in Arabic and English.

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