How to Write a Winning Tender for Earthworks Projects — TenderBuilt

Winning Strategies Guide

A tactical guide for Australian civil SMEs — AS 3798 compliance, methodology structure, cut/fill sequencing, WHS, erosion and sediment control, plant lists, and the scoring traps that sink otherwise-strong submissions.

TenderBuilt — Tender Writing Specialists for Civil Construction tenderbuilt.com.au

Earthworks tenders reward precision. Not because evaluators expect perfect work — they expect a credible, site-specific plan. The SMEs who win $50K–$2M civil earthworks contracts in Australia are the ones whose methodology reads like it was written for this site, cites the right clauses of AS 3798, maps directly to every evaluation criterion, and leaves no evaluator guessing what plant will arrive on day one. The SMEs who lose submit a generic methodology with a cut/fill table, a copy-paste safe work method statement, and a hope that low price will carry them through.

This guide covers the tactical content civil construction SMEs need to include in an earthworks tender response. It assumes you already understand the fundamentals of writing a winning civil construction tender and focuses on what makes earthworks responses distinctive: the standards, the sequencing logic, the safety and environmental returnables, and the scoring pitfalls specific to bulk excavation, detailed excavation, fill placement, and compaction works.

Australian government tenders are typically evaluated using weighted scoring where methodology, capability, safety, and ESG criteria together account for around 60% of the non-price score, with price making up the balance.^[1] On earthworks, the methodology weighting alone often sits at 25–40% of the total score — which means a well-structured methodology is often the single highest-leverage document in your bid.^[2]

In This Guide

1. The Australian Standards framework for earthworks tenders
2. Writing a site-specific earthworks methodology
3. Sequencing: the narrative that evaluators actually score
4. WHS — excavation as high-risk construction work
5. ESCP and environmental controls — the non-negotiable returnable
6. Plant and equipment lists done properly
7. Survey, testing, and geotechnical supervision
8. Subcontractor management and pre-qualification
9. Common scoring pitfalls on earthworks tenders
10. A pre-submission earthworks tender checklist

1. The Australian Standards framework for earthworks tenders

Every credible earthworks tender is anchored in a small, specific set of Australian Standards. Evaluators do not expect you to quote them at length — they expect you to demonstrate that you know which standard applies to which activity, and that your methodology will comply with it.

The core standards to cite

Standard	Scope	When to cite it
AS 3798	Guidelines on earthworks for commercial and residential developments — specification, execution, and control testing. Originated 1990; third edition 2007 (Amendment 1, August 2008).[3]	Commercial and residential development earthworks; land development subdivisions. Not intended for pavements, major roadworks, or water-retaining structures.[4]
AS 1289 series	Methods of testing soils for engineering purposes — referenced throughout AS 3798 for compaction control, moisture content, and density testing.	Any earthworks tender requiring control testing; always cite the specific sub-part (e.g. AS 1289.E1.1 for standard compaction).
AS 1726	Geotechnical site investigations — provides the classification and description framework for soil and rock.	Tenders with geotechnical reporting requirements or material classification returnables.[5]
AS 4744.1	Steel shoring and trench lining — Part 1: Design.	Tenders involving trenching, sewer excavation, or shoring design.[6]

The core Australian Standards referenced in most civil earthworks specifications. Council and state specifications frequently add their own overlays.

Jurisdiction-specific specifications to know

In NSW, Transport for NSW R44 — Earthworks — is the authoritative roadworks specification, and R44/M lists every referenced standard.^[7] For rail corridor work, ASA’s T HR CI 12110 ST Earthworks and Formation applies.^[8] Queensland councils commonly adopt the FNQROC Development Manual’s S1 Earthworks specification, which in turn defers to AS 3798 for technical requirements and requires RPEQ certification for fill deeper than 500mm.^[9] Victorian projects typically align to Local Government Infrastructure Design Association (LGIDA) or VicRoads specifications depending on the client. Cite the governing specification by name and clause in your methodology.

2. Writing a site-specific earthworks methodology

Construction methodology statements now form a large percentage of the weighting criteria on civil tenders, and expectations from government and private sector clients have risen sharply in recent years.^[10] A credible earthworks methodology for a $50K–$2M RFT runs 15–30 pages and is structured around the actual sequence of works on the actual site, not a generic template.

The sections evaluators expect to see

1. Project understanding. One page. Demonstrates you have read the RFT, understood the constraints (access, surrounding land use, environmental sensitivities, programme drivers), and identified the critical success factors from the client’s perspective. If you copy-paste a generic project description, evaluators spot it immediately.
2. Site establishment and survey. Fencing, site office, compound location, laydown and stockpile areas, access and haul routes, BYDA / Dial Before You Dig enquiries, service location, and set-out survey per the governing specification.
3. Clearing and grubbing. Vegetation removal, stump and root disposal, topsoil strip depth, stockpile management, fauna and flora protection measures, and no-go area demarcation per the Blue Book or equivalent.
4. Erosion and sediment controls installed pre-disturbance. This is a sequencing point evaluators check for explicitly (see Section 5).
5. Bulk excavation. Method (top-down, bench, ripping vs blasting), plant allocation, batter angles, spoil haul routes, material classification, and reuse versus dispose strategy.
6. Foundation treatments. If the site has soft soils, rock, contamination, or high water table, describe the specific treatment (proof-rolling, sub-base replacement, subsoil drainage, geotextile separation layers).
7. Detailed excavation. Trim to design levels, trench excavation with shoring/battering/shielding detail, services crossings, and finished surface tolerances.
8. Fill placement and compaction. Layer thickness (typically not exceeding 300mm for normal compaction equipment^[11]), moisture conditioning, density targets referenced to AS 3798 Section 6, and the compaction equipment allocated to each material type (refer AS 3798 Appendix D).
9. Quality control testing. Test frequencies and methods to AS 3798 Sections 7 and 8, nominated Level 1 or Level 2 supervision per AS 3798 Appendix B, and confirmation that testing is carried out by a NATA-accredited laboratory.^[12]
10. Completion and handover. As-constructed survey, completion reports, geotechnical certification, and defects liability arrangements.

Each section should carry a brief “How we comply” paragraph that cites the relevant clause of the governing specification and the relevant AS standard. This signals to evaluators that your methodology is engineering-led rather than marketing-led.

3. Sequencing: the narrative that evaluators actually score

The single most common cause of a mediocre methodology score is a document that describes activities in isolation rather than as a sequenced narrative. Evaluators are looking for three things in the sequencing argument:

• Logical precedence. Clearing and grubbing precedes bulk excavation, but erosion and sediment controls precede clearing and grubbing — not follow it. Transport for NSW’s R44 is explicit on this point: “staged construction of drainage works including sedimentation control, culverts, catch drains and ancillary activities must generally precede clearing and grubbing.”^[13] Get this backwards in your methodology and you signal a failure of basic sequencing discipline.
• Weather contingency. How does your methodology handle a rainfall event? What happens to partially placed fill if material becomes over-wet (above the specified moisture content)? R44 requires fill to be windrowed, trenched, or otherwise exposed to air until sufficiently dried.^[14] Silence on weather contingency is silence on a known, ordinary site risk — and evaluators will mark it.
• Interfaces with other trades. Earthworks rarely happen in isolation on a civil project. Your methodology should describe how your works hand over to drainage, paving, services, landscaping, and structures. “Earthworks is carried out in conjunction with other works such as surface and subsurface drainage” is a direct quote from R44’s process description — and a signal that interface management is an expected part of a credible methodology.^[15]

A simple, powerful technique: write your methodology alongside a one-page activity flowchart. Label each activity with its predecessor and successor. Where parallel activities occur, label the constraint that allows them to run concurrently (for example, “bulk excavation zone A can proceed concurrently with detailed excavation zone B once ESC is established across both zones”). Evaluators use these flowcharts to sanity-check the narrative.

A sequencing test. Read your methodology and circle every sentence that could apply to any earthworks site anywhere. Now re-read: does the remaining text still describe how the works will be delivered? If not, your methodology is generic, not site-specific. The RFT you are responding to probably names the site, the geotechnical conditions, the surrounding land use, and the critical programme constraints. Reference them all, by name, in your methodology.

4. WHS — excavation as high-risk construction work

Under the model WHS Regulations, excavation work involving a shaft or trench 1.5 metres or deeper is high-risk construction work and requires a Safe Work Method Statement before work begins.^[16] So is any excavation where there is a risk of a person falling more than 2 metres, or where there is a risk of mobile powered plant colliding with pedestrians or other mobile plant.^[17] Nearly every earthworks tender above $50K falls within these thresholds.

What to include in your WHS response

A winning earthworks tender addresses WHS at three levels:

1. Certification and systems. Your WHS Management System (ideally aligned to AS/NZS ISO 45001), accreditation evidence (many Commonwealth construction tenders require accreditation under the Work Health and Safety Accreditation Scheme), and incident and LTIFR data for the last three years.
2. Site-specific SWMS. Draft SWMS for each high-risk activity — excavation, working at heights, mobile plant, underground services. Safe Work Australia provides a model Code of Practice and an interactive SWMS tool to inform your structure.^[18] Include the control measures you will actually apply: shoring systems designed or approved by a structural or geotechnical engineer, benching and battering criteria by soil type, trench shields and boxes, and spoil placement at least 0.9 metres from the trench edge.^[19]
3. Critical controls for this site. Name the known hazards specific to the site: high-voltage assets within the working area, confined space entry for service chambers, adjacent building foundations, dewatering risks, unexpected contamination. A Before You Dig Australia (BYDA) enquiry sequence is non-negotiable — allow three business days for asset owner responses under standard enquiry protocols.^[20]

A single cubic metre of soil weighs approximately 1,600 kg — enough to cause asphyxiation or fatal crushing within seconds of collapse.^[21] Evaluators understand this viscerally. A tender response that treats excavation WHS as a box-ticking exercise reads as a signal of field culture. A tender response that describes, in specific terms, how each control will be delivered, monitored, and verified on this site reads as a signal of operational maturity.

5. ESCP and environmental controls — the non-negotiable returnable

Almost every Australian earthworks tender requires an Erosion and Sediment Control Plan (ESCP) as a submission returnable or an early post-award deliverable. In NSW, ESCPs must be prepared in accordance with Managing Urban Stormwater: Soils and Construction — the “Blue Book”, Fourth Edition 2004.^[22] In Queensland, IECA 2008 Best Practice Erosion and Sediment Control is the reference, along with the 2025 IECA best practice manual update.^[23] On sites of specified size and erosion risk, the ESCP must be prepared by a Certified Professional in Erosion and Sediment Control (CPESC) or a Registered Professional Engineer of Queensland (RPEQ).^[24]

What a tender-grade ESCP covers

Even where the full ESCP is a post-award deliverable, the tender response must demonstrate you understand what goes into one. The Blue Book-aligned checklist includes:^[25]

• Existing site catchment topography and regrade contours.
• Lot layout, road and drainage alignment, and areas of disturbance.
• Nominated “no-go” areas with fencing, to retain existing vegetative cover.
• Staged works and location of critical vegetation areas and watercourses.
• Location of soil stockpiles, sediment control fences, and other sediment control works.
• Hydrological information and calculations relative to sediment traps and basin designs.
• Type and location of clean-water diversion works.
• Progressive vegetation of disturbed areas as the work proceeds.
• Shake-down areas for plant and vehicle wheel cleaning.

The Blue Book discipline

Blue Book principles that evaluators expect to see reflected in your methodology: isolate clean upstream water from disturbed catchments; control runoff and sediment movement at point source; progressively vegetate disturbed areas; provide large sediment capture systems sized to the catchment; filter or polish trapped water prior to release.^[26] The Blue Book recommends sediment traps of at least 250 m³/ha of undisturbed area — a specific number worth citing if your tender includes sediment basin design.^[27]

Environmental criteria now commonly form part of the non-price score under social procurement frameworks. See our guide to social and Indigenous procurement in NSW, VIC, and QLD for how environmental and sustainable procurement objectives are being embedded into tender evaluation across jurisdictions.

6. Plant and equipment lists done properly

Plant schedules sink more earthworks tenders than almost any other returnable, because the response either overstates capability (unowned plant listed as “available”) or understates it (no reserve capacity for breakdowns and weather). A credible plant list demonstrates three things: the right plant is allocated to the right activity, the allocation matches the programme, and there is contingency for failure.

A worked plant allocation for a mid-range earthworks project

Activity	Primary plant	Typical allocation for $300K–$1M earthworks
Topsoil strip, clearing	Dozer (D6 / D65), excavator (20–30t), articulated dump trucks	1× dozer, 1× excavator, 2× ADT
Bulk excavation and haul	Excavator (30–45t), rigid or articulated dump trucks, scrapers on long-haul jobs	1–2× excavators, 3–5× ADT
Detailed excavation, trenching	Excavator (5–14t), positrack, trench shoring	1–2× excavators, shoring sets as required
Fill placement	Dozer, grader, water cart, ADT feeding from cut	1× dozer, 1× grader, 1× water cart
Compaction	Smooth drum roller (10–15t) or padfoot roller depending on material	1× roller matched to material per AS 3798 Appendix D
Testing and survey	NATA laboratory, GPS machine-control or conventional set-out survey	Nominated NATA lab + licensed surveyor

Illustrative plant allocation for a mid-range earthworks project. Actual allocation varies with haul distance, material classification, and programme. Reference AS 3798 Appendix D for compaction equipment suitability.

For each item, state whether the plant is owned, on long-term hire, or ad-hoc hire, and name the hire supplier for the latter two categories. Evaluators routinely downgrade vague responses (“plant available as required”) because they read as a signal the bidder has not actually sized the job.

7. Survey, testing, and geotechnical supervision

Level of supervision is a technical returnable that many SMEs under-address. AS 3798 Appendix B defines three levels of geotechnical testing authority supervision:^[28]

• Level 1: Full-time, continuous monitoring with a geotechnical professional or their representative present throughout earthworks. Required for structural fill, critical elements, and commonly for medium-to-high-density residential and commercial work.
• Level 2: Part-time, intermittent monitoring. Typical default for routine civil works unless the specification calls for a higher level.
• Level 3: Periodic inspection at key hold points. Limited applicability in commercial and residential earthworks.

Your tender should explicitly nominate the level of supervision required by the specification, state the qualifications of the supervising geotechnical professional (and in Queensland, the RPEQ number), and describe the test frequency your methodology will deliver. Common test frequencies under AS 3798 include one density test per 500 m³ of placed fill (or minimum of one per layer per day) with variation by specification — check yours.

Survey and set-out

Registered surveyor engagement, GPS machine-guidance systems, quality of as-constructed survey, and the software format delivered to the principal (AutoCAD / 12D / Civil 3D DWG or XML formats are commonly specified in NSW tenders^[29]) — all of these are small details that cumulatively signal operational maturity. Cut/fill volumetric calculations based on thin survey data are a known risk for SME bidders; accurate baseline ground survey and design surface comparison materially reduces tender risk and variations.^[30]

8. Subcontractor management and pre-qualification

Most $50K–$2M earthworks tenders require engagement of specialist subcontractors — traffic control, survey, geotechnical testing, erosion control consultancy, and often specialised trades like rock breaking or dewatering. Evaluators assess both who you propose and how you will manage them.

On NSW Transport for NSW projects, for example, prime contractors and subcontractors must be pre-qualified against specific RMS categories: Category E (Earthworks), Category D (Drainage), Category L1 (Construction Industry Laboratories), and Category S (Erosion, Sedimentation and Soil Conservation Consultancy Services).^[31] Your tender response must name each subcontractor, provide evidence of their prequalification, and describe how you will manage their WHS, quality, and delivery performance. Generic statements about “managing subcontractors to industry standard” are scored weakly. Specific statements — pre-start briefings, weekly toolbox talks, monthly quality audits, KPI-linked payment schedules — score.

For more on how prequalification schemes work across jurisdictions, see our reference guide on civil contractor prequalification in Australia.

9. Common scoring pitfalls on earthworks tenders

Across tender debriefs and evaluator commentary, the same small number of issues drive score deductions on earthworks submissions:

1. Generic methodology. The response reads as if it could have been submitted for any earthworks job anywhere. No reference to the specific site, geotechnical conditions, access constraints, or programme drivers named in the RFT.
2. Missing or weak sequencing narrative. Activities listed in isolation with no logical precedence, no weather contingency, no interface management with other trades.
3. Vague plant schedules. “Plant available as required” instead of a specific allocation per activity, with ownership versus hire clearly stated.
4. Copy-paste SWMS. Safe Work Method Statements that obviously apply to any job, with no critical controls specific to the identified hazards on the site.
5. Blue Book gaps. ESCP content that omits catchment calculations, no-go areas, or the sequencing point that erosion controls precede clearing and grubbing.
6. AS 3798 compliance without nominated supervision level. Citing the standard without stating whether Level 1 or Level 2 supervision will be applied, and by whom.
7. Subcontractors named without prequalification evidence. Particularly damaging on Transport for NSW, MRPV, and TMR tenders where prequalification is mandatory.
8. Silent on material reuse and disposal. A material balance that does not address surplus spoil classification, disposal licences, and tip receipts.
9. Cut/fill volumes lifted from design without verification. Bid exposure from unverified volumetric calculations is one of the most consequential errors in earthworks estimating.^[32]
10. Compliance failures. Around 60% of tender failures occur at the compliance stage, before any evaluator reads the technical response — expired insurance certificates, missing statutory declarations, late submissions.^[33]

10. A pre-submission earthworks tender checklist

Before hitting submit, work through this checklist — each item mirrors a common deduction during evaluation.

Compliance and administration

• All mandatory forms completed and signed by an authorised signatory.
• Insurance certificates current through the anticipated contract start date, with amounts meeting the RFT thresholds.
• Word and page limits respected; content over limits treated as not submitted.
• Tender submitted via the correct portal (buy.nsw, VendorPanel, AusTender, QTenders) before the stated close time — late submissions cannot be accepted under Commonwealth Procurement Rules.^[34]

Methodology

• Named reference to the RFT site, client, and specific constraints.
• Activity sequence with logical precedence, weather contingency, and trade interfaces.
• Governing specification (R44, ASA, FNQROC, VicRoads, or council) cited by clause.
• AS 3798, AS 1289, AS 1726, and AS 4744.1 cited where applicable.
• Plant allocation matched to activities, with ownership versus hire declared.

WHS

• Draft SWMS for every high-risk construction work activity (excavation ≥1.5m, working at heights, mobile plant, services).
• Critical controls specific to the identified site hazards.
• BYDA enquiry sequence included in the site establishment stage.
• Shoring design standard cited (AS 4744.1) and supervision named.

Environment

• ESCP content reflecting Blue Book or IECA principles appropriate to jurisdiction.
• Erosion and sediment controls sequenced before clearing and grubbing.
• CPESC or RPEQ certification named where the site triggers it.
• Dust, noise, and water quality controls explicitly addressed.

Quality and assurance

• Level 1 / Level 2 geotechnical supervision nominated per AS 3798 Appendix B.
• NATA-accredited laboratory nominated for compaction and moisture testing.
• Test frequency aligned to the governing specification.
• As-constructed survey format and software stated (e.g. 12D, AutoCAD).

Commercial

• Cut/fill volumes verified against an independent survey or ground truth, not simply lifted from design.
• Provisional sums, spoil classification allowances, and contingencies clearly scoped.
• Pricing schedule formatted exactly as the RFT requires; variations flagged in a separate departures schedule.

Earthworks tenders reward SMEs who treat the methodology as a technical document rather than a sales document. The client panel is not assessing your marketing — they are assessing whether the works will be delivered on time, on budget, safely, and to specification. A methodology that reads as though written by a site engineer for a site engineer will almost always score higher than one that reads as though written by a marketing team. If you need help translating your operational capability into a tender response that scores to win, that is exactly what a specialist tender writer does — and the break-even maths is covered in our guide to when to hire a tender writer versus DIY.

References

1. Kubri / KPMC, Guide to the Construction Tendering Process in Australia — kubri.com.au/construction-tendering-process. Government agencies commonly apply 60% non-price weighting covering methodology, capability, safety, and ESG criteria. ↩
2. Mastt, Tender Evaluation in Construction: Process, Scoring, & Compliance — mastt.com/guide/tender-evaluation. Typical 0–10 scoring method for qualitative criteria including methodology. ↩
3. Standards Australia, AS 3798-2007 Guidelines on earthworks for commercial and residential developments — store.standards.org.au/as-3798-2007. Originated AS 3798-1990, third edition 2007, reissued incorporating Amendment No. 1 (August 2008). ↩
4. Intertek Inform, AS 3798-2007 Commercial & Residential Earthworks summary — intertekinform.com/as-3798-2007. Standard not intended for pavements, major roadworks, or water-retaining structures. ↩
5. Transport for NSW, T HR CI 12110 ST Earthworks and Formation — standards.transport.nsw.gov.au/earthworks-formation. Material descriptions to AS 1726. ↩
6. Standards Australia, AS 4744.1-2000 Steel Shoring and Trench Lining — Part 1: Design — store.standards.org.au/construction. ↩
7. Transport for NSW, R44 Earthworks Specification, Edition 4 Revision 0, June 2023 — standards.transport.nsw.gov.au/r44-earthworks. Annexure R44/M lists all referenced standards. ↩
8. Transport for NSW, T HR CI 12110 ST Earthworks and Formation, op. cit. Rail corridor earthworks standard. ↩
9. FNQROC, Development Manual Operational Works Specification S1 Earthworks — fnqroc.qld.gov.au/s1-earthworks. Defers to AS 3798 for technical requirements; RPEQ certification required for fill over 500mm depth. See also Ipswich City Council Standards Part 5 Earthworks. ↩
10. The Tender Team, Expert Building and Construction Tender Writers — thetenderteam.com.au/write-building-methodology. Rising client expectations for methodology detail. ↩
11. Ipswich City Council Part 5 Earthworks Standards, op. cit. Compaction layer thickness not exceeding 300mm for normal compaction equipment under AS 3798. ↩
12. FNQROC S1 Earthworks specification, op. cit. AS 3798 Sections 7 and 8 test methods; Level 2 supervision default under Appendix B; NATA-registered laboratory required. ↩
13. Transport for NSW R44 Earthworks specification, op. cit. Sedimentation control and drainage works precede clearing and grubbing. ↩
14. Transport for NSW R44 Earthworks specification, op. cit. Over-wet earthworks material handling provisions. ↩
15. Transport for NSW R44 Earthworks specification, op. cit. Process description — earthworks in conjunction with surface and subsurface drainage. ↩
16. Safe Work Australia, Excavation — High Risk Construction Work — safeworkaustralia.gov.au/excavation. 1.5m depth threshold; SWMS required before work begins. ↩
17. Safe Work Australia, op. cit. High-risk construction work triggers. ↩
18. Safe Work Australia, Model Code of Practice: Excavation Work — safeworkaustralia.gov.au/excavation-cop. See also SafeWork NSW Excavation Work Code of Practice. ↩
19. WorkSafe ACT, Trenching and Excavation Work — worksafe.act.gov.au/trenching. Spoil heap 0.9m minimum from trench edge. ↩
20. HSE Direct, Excavation Standard and Procedure — hsedirect.com.au/excavation-standard. BYDA three-business-day response protocol. ↩
21. HSE Direct, op. cit. Soil weight per cubic metre. ↩
22. NSW Government, Managing Urban Stormwater: Soils and Construction, Volume 1 (Blue Book), Fourth Edition 2004 — referenced throughout NSW council ESC specifications including Warringah Shire Council C04. ↩
23. IECA Australasia, Best Practice Erosion and Sediment Control, 2008 and 2025 updates — referenced in Queensland council specifications; 2025 IECA best practice manual covers self-flocculating high-efficiency basins. See SEEC Downloads. ↩
24. Ipswich City Council, op. cit. CPESC or RPEQ certification required; IECA 2008 reference. ↩
25. Maitland City Council, Appendix B Erosion & Sediment Control — maitland.nsw.gov.au/ESC-appendix-b. ESCP content checklist. ↩
26. Maitland City Council ESCP Appendix B, op. cit. Blue Book principles. ↩
27. Maitland City Council ESCP Appendix B, op. cit. Sediment trap volume 250m³ per hectare of undisturbed area. ↩
28. Standards Australia AS 3798 Appendix B — Levels of Supervision, op. cit. ↩
29. Transport for NSW R44 Earthworks specification, op. cit. Survey data in format suitable for TfNSW CADD software. ↩
30. Outright Surveying, Tender & Estimating Volumes — outrightsurveying.com.au/tender-and-estimating. Volumetric calculation risk in earthworks tenders. ↩
31. NSW eTendering, HW10 Pacific Highway Upgrade Early Works — tenders.nsw.gov.au/rms-archive. Category E (Earthworks), D (Drainage), L1 (Laboratories), S (Erosion & Sediment Control) prequalification requirements. ↩
32. Outright Surveying, op. cit. Tender volumetric exposure. ↩
33. Capability Statement, NSW Government Tenders — capabilitystatement.com.au/tender/government/nsw. Approximately 60% of tender failures occur at the compliance stage. ↩
34. Australian Taxation Office, The Tendering Process — ato.gov.au/tendering-process. Late tenders cannot be accepted under Commonwealth Procurement Rules. ↩

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