Ballast Building, Crescent Quay, Wexford, A PROTECTED STRUCTURE - Reg. No. WBC0120 - Proposed Alterations and Remedial Works
Deadline
30 Jul
30 Jul 2025
Deadline
30 Jul
Alterations and remedial works to the protected Ballast Building in Wexford.
Alterations and remedial works to the protected Ballast Building in Wexford.
Bidder profile
Mid-sized to large firms with experience in public sector projects and historical building preservation.
Risks & flags
- Qualification gate
- Undisclosed contract value
- Two-step process complexity
Briefing
AI-generated analysis of the documents. Check the official notice and any amendments for current submission details.
1. At a glance
| Field | Detail |
|---|---|
| Buyer | Wexford County Council |
| Title | Ballast Building, Crescent Quay, Wexford, A PROTECTED STRUCTURE - Reg. No. WBC0120 - Proposed Alterations and Remedial Works |
| CPV / category | works |
| Estimated value | not disclosed |
| Per-year (if multi-year) | not stated |
| Procedure type | not stated |
| Lots | not stated |
| Location | Ireland |
| Contract length | 10 years |
| Submission deadline | 2025-07-30T11:00:00+00:00 |
| Go-live / start | not stated |
2. Scope of Work
Wexford County Council ran this procurement for “Ballast Building, Crescent Quay, Wexford, A PROTECTED STRUCTURE - Reg. No. WBC0120 - Proposed Alterations and Remedial Works” as an operational contract requiring implementation and sustained service execution. The extracted pack showed qualification-stage material with references to later ITT technical depth; practical activity therefore centred on building, integrating, and operating the specified service stack with compliant reporting and handover obligations where stated. Constituent activities and named work elements in the supplied extracts:
- Where the estimated value of the contract is above €5m (Services) and €15m (Works)
- plinths with fluted scroll consoles supporting timber canopy below fan-sash overlight all set in a segmental
- works to suspended timber floors, under no circumstances should props/supports
- Electricity: Single phase 110 v supply within 25 metres of working areas
- profile and dimensions to existing to be provided as necessary and supported on wrought iron brackets in a
- be suitable integrated into fire detection system with override
- 11.0 Plan for Checking Implementation of Safe Working practices
- [19.1102 - Preliminary S&H Plan.pdf] 11.0 Plan for Checking Implementation of Safe Working practices
- Appendix 8 – Existing ESB services in the vicinity
- Appendix 9 – Existing Irish Water services in the vicinity
- Appendix 10 – Existing Eircom services in the vicinity
- Appendix 11 – Existing Gas Networks services in the vicinity Non-binding monetary references in the source were treated as context only and were not used as qualification thresholds.
3. Background & buyer context
The buyer context reflected a formal Irish public-procurement route, with pre-qualification used to control entry into the tender stage.
- A minimum of one project shall predominantly involve works to an existing building in a town centre location
- PerGFAFormula i:nil="true"/><Description>remove embedded timber beams under roof truss; cut out and dispose of existing
- es to flat roof finishes to existing main roof including timber decking; disposal off site; all as per Architects drawings and specifications &am
-
<Description>Remove existing timber plywood decking and timber carcass to the roof gutters; reference drawing 10
4. Eligibility & selection criteria
- Turnover requirement — — use these verbatim for insurance / turnover. If a category (insurance, turnover) has no entry here, treat it as 'not specified' for THIS tender.
- Insurance — — use these verbatim for insurance / turnover. If a category (insurance, turnover) has no entry here, treat it as 'not specified' for THIS tender.; Professional Indemnity Insurance required for € n/a[17] The excess as stated here: Maximum permissible excess on Professional Indemnity Insurance in any one claim below which the will bear the cost is the greater amount of 2% of the Tenderer’s annual turnover, or €5,000. Cover provided on an annual aggregate; Minimum level of Public Liability Insurance required in respect of any one accident: € 6,500,000[19] Maximum level of excess for property only* for any one incident below which the will bear the cost: € 10,000 *No excess is permitted in respect
- Certifications — TEMPORARY WORKS DESIGN CERTIFICATE COMPLETED & SUBMITTED BY CONTRACTOR APPOINTED CHARTERED TEMPORARY WORKS ENGINEER HOLDING A MINIMUM LEVEL OF PI INSURANCE OF €1,500,000. 9
- Past experience — b) A minimum level of HETAC accredited Level 6 qualification in Engineering, Construction or a related discipline, c) Have worked on a minimum of 2 construction projects of > €0.50m excluding VAT in construction contract
- Personnel — b) A minimum level of HETAC accredited Level 6 qualification in Engineering, Construction or a related discipline, c) Have worked on a minimum of 2 construction projects of > €0.50m excluding VAT in construction contract; TEMPORARY WORKS DESIGN CERTIFICATE COMPLETED & SUBMITTED BY CONTRACTOR APPOINTED CHARTERED TEMPORARY WORKS ENGINEER HOLDING A MINIMUM LEVEL OF PI INSURANCE OF €1,500,000. 9
- Geographic / facility constraints — not specified for this tender Additional binding lines surfaced in the deterministic extract:
- — use these verbatim for insurance / turnover. If a category (insurance, turnover) has no entry here, treat it as 'not specified' for THIS tender.
- Turnover Requirement Area of Business/Work: Yearly Turnover arising from the area of work specified: General Construction category[15] € 1,200,000 per financial year for the last 3 financ
- Professional Indemnity Insurance required for € n/a[17] The excess as stated here: Maximum permissible excess on Professional Indemnity Insurance in any one claim below which the will bear the cost is the greater amount of 2% of the Tenderer’s annual turnover, or €5,000. Cover provided on an annual aggregate
- Minimum level of Public Liability Insurance required in respect of any one accident: € 6,500,000[19] Maximum level of excess for property only* for any one incident below which the will bear the cost: € 10,000 *No excess is permitted in respect
- Minimum level of Employer’s Liability Insurance required in respect of any one accident: € 13,000,000[20] Entitles issuing
- b) A minimum level of HETAC accredited Level 6 qualification in Engineering, Construction or a related discipline, c) Have worked on a minimum of 2 construction projects of > €0.50m excluding VAT in construction contract
5. Award criteria & scoring
| Criterion | Weight (%) | Sub-criteria | Pass/fail threshold |
|---|---|---|---|
| Professional Indemnity Insurance required for € n/a[17] The 2% not stated not stated | |||
| e in any one claim below which the will bear the cost is the greater amount of 2 | 2% | not stated | not stated |
| The documents indicated a staged process (qualification, then tender). Any explicit MEAT split is captured above where a numeric line was visible; otherwise it remained not specified in the provided text extract. |
6. Submission requirements
- Method statement / response document (template/page limits) — Appendix 1 questionnaire/PQQ response was required.
- CVs (page count, named roles) — not specified in extract.
- Pricing schedule (format/template) — expected at ITT stage.
- Case studies (number/value range) — client references/comparable project evidence was referenced.
- Declarations (ESPD/Bona Fides/Tax/COI) — not specified in extract.
- Mandatory site visit — not specified in extract.
- Submission portal and formatting — eTenders portal and PDF electronic copies were referenced. Submission-related source lines:
- Value: not disclosed (eTenders placeholder)
- TEMPORARY WORKS DESIGN CERTIFICATE COMPLETED & SUBMITTED BY CONTRACTOR APPOINTED CHARTERED TEMPORARY WORKS ENGINEER HOLDING A MINIMUM LEVEL OF PI INSURANCE OF €1,500,000. 9
- follows are submitted with the Commencement Notice a min of 2 weeks and max of 4 weeks prior to the commenc
- llows to be submitted with the Commencement Notice a min of 2 weeks and max of 4 weeks prior to the commenc
- [Micheal Tierney Report April 2023.pdf] Repairs and Alterations to the former
- [Micheal Tierney Report April 2023.pdf] roof covering has been replaced with artificial slates.
7. Key dates & process
| Milestone | Date |
|---|---|
| RFT issued | not specified |
| Clarification deadline | not specified |
| Mandatory site visit | not specified |
| Tender deadline (date + time) | 2025-07-30T11:00:00+00:00 |
| Expected award | not specified |
| Contract start | not specified |
| Go-live / mobilisation | not stated |
| Date surfaced in documents | 2025-07-30T11:00:00+00:00 |
| Date surfaced in documents | May 2025 |
| Date surfaced in documents | January 2021 |
| Date surfaced in documents | April 2023 |
8. Contract terms that matter
Contract duration in the extract: 10 years. Payment cycle, SLA/KPI schedule, and penalty regime were not fully disclosed in the snippets unless listed below.
- VERIFIED PHRASES (deterministic regex extract from the documents — treat as authoritative for numerical claims)
- b) A minimum level of HETAC accredited Level 6 qualification in Engineering, Construction or a related discipline, c) Have worked on a minimum of 2 construction projects of > €0.50m excluding VAT in construction contract
- "/><Description>The Contractor is required to take photographs of the site at a minimum of twenty five agreed locations on a weekly basis and issue these photos with the progress report
- b) A minimum level of HETAC accredited Level 6 qualification in Engineering, Construction or a related discipline,
- Ground floor is a combination of both suspended timber and concrete floors slab
- PerGFAFormula i:nil="true"/><Description>remove embedded timber beams under roof truss; cut out and dispose of existing
-
<Description>Remove existing timber plywood decking and timber carcass to the roof gutters; reference drawing 10
- il="true"/><CostPerGFAFormula i:nil="true"/><Description>timber flat roof structure</Description><EstimatingComponents><EstimatingComponent><Esti
9. Risks, red flags & unusuals
- Qualification gate: the deterministic extract included a turnover threshold line (— use these verbatim for insurance / turnover. If a category (insurance, turnover) has no entry here, treat it as 'not specified' for THIS tender.), which can materially narrow bidder pool composition.
- Contract value was not disclosed in metadata, creating uncertainty on margin, resourcing, and financing assumptions.
- The two-step process (PQQ then ITT) shifted effort to compliance evidence early, with competitive scoring detail potentially deferred.
- Technical and contractual granularity appeared ITT-dependent, increasing ambiguity at qualification stage for non-incumbent bidders.
10. SME fit assessment
This competition looked most accessible to firms with established public-sector tender capability, documented financial capacity, and direct operational experience in the relevant service category.
- Credible bidder profile — mid-sized to large specialist with formal QA/compliance process.
- Consortium / sub-contracting — not clearly specified in extract.
- Indicative bid-prep effort — 6 to 12 working days for evidence collation, form completion, and review cycles at PQQ level.
- Pwin signal — strongest for bidders with reusable qualification artefacts, comparable references, and low-friction mobilisation capability.
11. Where to dig deeper
- Source RFT/PQQ filenames: Micheal Tierney Report April 2023.pdf, 19.1102.TD Photo Location Markers.pdf, 19.1102 - Preliminary S&H Plan.pdf.
- eTenders CFT / notice reference: not specified in extract.
- Clarification contact / portal: [email protected].
- Key attachments to prioritise: Appendix 1 photographic report refers, Appendix 2, SCHEDULE FOR REPOINTING - Appendix 1 + 3 refer.
This tender has been awarded
- Mythen Construction Ltd · 15 Jan 2026
- Mythen Construction Ltd · 23 Oct 2025
Can you bid?
Required certifications
- TEMPORARY WORKS DESIGN CERTIFICATE
Minimum turnover
€1,200,000
Public liability insurance
€6,500,000
Professional indemnity insurance
€1,500,000
Scoring
Most Economically Advantageous Tender
Lots (1)
Re-roofing, external facade cleaning and restoration, removal of internal drylining systems, and associated siteworks.
Documents (50)
91557 BALLAST June 2025 - Pricing Document.xlsx
150.5 KB · Pricing / BOQ / Schedule of Rates
BOQ Ballast.zip
1.8 MB · Pricing / BOQ / Schedule of Rates
19.05.01 - Refurbishment _ Demolition Asbestos Survey.pdf
1.9 MB
19.1102 - Preliminary INF.pdf
91.2 KB
19.1102 - Preliminary S&H Plan.pdf
16.6 MB
19.1102 SCA Drawing Register.pdf
36.5 KB
19.1102 SCA Project Specificaiton.pdf
436.1 KB
19.1102.TD Photo Location Markers.pdf
219.6 KB
19.1102.TD.1.01 Site Location Map.pdf
310.4 KB
19.1102.TD.1.02 Existing Site Layout Plan.pdf
149.4 KB
19.1102.TD.1.03 Proposed Site Layout Plan.pdf
153.5 KB
19.1102.TD.1.04 Site Works Layout.pdf
184.4 KB
19.1102.TD.10.01 Detail 1 & 2.pdf
224.8 KB
19.1102.TD.10.02 Detail 3 & 4.pdf
229.2 KB
19.1102.TD.10.03 Detail 5.pdf
219.5 KB
19.1102.TD.10.04 Detail 6.pdf
219.8 KB
19.1102.TD.10.05 Details 7 & 8.pdf
214.7 KB
19.1102.TD.10.06 Detail 9.pdf
208.0 KB
19.1102.TD.2.01 Existing Floor Plan Layouts.pdf
324.0 KB
19.1102.TD.2.02 Proposed Floor Plan Layouts.pdf
341.9 KB
19.1102.TD.2.03 Proposed Roof Attic Plan.pdf
377.6 KB
19.1102.TD.2.04 Existing & Proposed Roof Plan.pdf
333.9 KB
19.1102.TD.3.11 Existing & Proposed North-East Elevation.pdf
547.8 KB
19.1102.TD.3.12 Existing & Proposed South-East Elevation.pdf
1.1 MB
19.1102.TD.3.13 Existing & Proposed North-West Elevation.pdf
618.8 KB
19.1102.TD.3.14 Existing & Proposed South-West Elevation.pdf
695.0 KB
19.1102.TD.3.21 Existing & Proposed Section A-A.pdf
228.8 KB
19.1102.TD.3.22 Existing & Proposed Section B-B.pdf
235.3 KB
19.1102.TD.3.23 Existing & Proposed Section C-C.pdf
332.4 KB
19.1102.TD.9.01 Roof Light_Hatch Schedule.pdf
216.8 KB
25013-IS-DRA-SE-0001-Issue Sheet.pdf
181.5 KB
25013-SP-DRA-SE-0001.pdf
1.6 MB
25013-X-XXX-DR-DRA-SE-1500.pdf
458.5 KB
25013-X-XXX-DR-DRA-SE-1501.pdf
391.7 KB
3.4.1-HS-Works-Contractor-v3.0-28-07-2023 (2).docx
50.6 KB
3.4.2-HS-PSCS-v3.0-28-07-2023 (2).docx
45.3 KB
91557 Form of Tender and Schedule BALLAST BUILDING June 2025.pdf
1.1 MB
91557 Instructions to Tenderers BALLAST BUILDING June 2025.pdf
1.6 MB
91557 Volume C Pricing Document BALLAST BUILDING June 2025.pdf
1.7 MB
Appendix-A-Applicants-Self-Declaration-re-Regulation-57 (2).docx
37.8 KB
Appendix-B1-List-of-Previous-Works-Projects-which-is-CEE (2).docx
31.3 KB
Appendix-B2-Certificate-of-Satisfactory-Project-Execution (2).docx
26.0 KB
Appendix-D1-QW1-Letter-of-Undertaking-re.-Bond (2).docx
33.2 KB
Appendix-D2-QW2-Letter-of-Undertaking-re.-Bond (2).docx
26.8 KB
Ballast Office Wexford Conservation Report Jan 2021.pdf
4.8 MB
Glenwood Timber Survey.pdf
5.4 MB
LAC 2001 - Chief Excutive Order.pdf
748.7 KB
Micheal Tierney Report April 2023.pdf
3.6 MB
QW-Part-2-v1.1-18-11-2024E.docx
58.1 KB
QW2-Part-1-v2.1.docx
195.8 KB
Original notice text
Wexford County Council seeks contractors for alterations and remedial works to the Ballast Building, a protected structure, requiring compliance with safety and operational standards over a 10-year contract.
AI analysis updated 4 months ago
Deadline
30 Jul
Buyer
Wexford County CouncilLocation
Crescent Quay, Wexford, Ireland.
Procedure
Open
Clarification
22 Jul 2025
eTenders ID
5963744
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