ICBF Tully, Shed 3 Extension - proposed modifications to existing building and new cattle crush lean-to

AI-generated analysis of the documents. Check the official notice and any amendments for current submission details.

1. At a glance

2. Scope of Work

The project involves modifications to an existing building and the construction of a new cattle crush lean-to at the Irish Cattle Breeding Federation's (ICBF) Tully facility. The works are to be carried out under a Short Public Works Contract (PW-CF6).

The scope includes:

• Modifications to Existing Building (Shed 3):
• Removal of an existing internal concrete wall.
• Removal and replacement of the existing central roof structure.
• Cutting back of the existing lean-to roof as required, with provision for adequate temporary propping and support to maintain structural stability during works.
• New Cattle Crush Lean-To Construction:
• Construction of a new lean-to structure over an existing cattle crush.
• The lean-to will be approximately 60ft long by 12ft wide, with a height of 10-12ft.
• Structural steel frame construction in accordance with IS EN 1090, with steelwork certified to EN 1090-1, Execution Class 1.
• Steel sections, plates, and flats must comply with EN 10025-2, hollow sections with EN 10210-1 or EN 10219-1, and steel plates/flats with surface condition class A2 to EN 10163-2, and steel sections with surface condition class C1 to EN 10163-3.
• Welding competence certificates to EN ISO 9606-1:2013 are required for butt welds and fillet welds.
• Steel materials to comply with EN 10204.
• Steelwork to be certified in accordance with EN 15048-1:2007 and marked “SB”.
• Rafters and stanchions to be sized from Table 3, S101 Section A.2.2, or to manufacturers' design sizes.
• Rafters to be braced from the high-level stanchion.
• Tops of stanchions to be beveled to the chosen roof angle, with suitable cap plates welded.
• Rafters to be fixed to cap plates using two 16mm diameter bolts per connection.
• Roof sheeting and side cladding to be non-drip.
• Roof to achieve a non-fragility rating of at least Class C.
• Roof lights to achieve a non-fragility rating of at least Class B.
• Pad foundations under columns minimum 600 x 600 x 600mm deep.
• Ancillary Works:
• Installation of a new slatted tank and agitation point.
• Construction of new cubicle platforms (8ft).
• Construction of new methane box platforms.

The contract duration for completion of the works is 106 days from the contract start date.

3. Background & buyer context

This procurement is for proposed modifications to an existing building and the construction of a new cattle crush lean-to at the Irish Cattle Breeding Federation's (ICBF) research centre. The ICBF is a key organisation in the Irish agricultural sector, focused on genetic improvement of cattle. The project appears to be driven by operational needs at the research facility, likely to improve infrastructure for animal management and research activities. The procurement is being conducted using the Open Procedure under the Office of Government Procurement's (OGP) PW-CF6 Short Public Works Contract framework.

4. Eligibility & selection criteria

Bidders must meet the following criteria to be considered:

• Turnover requirement: Not specified for this tender.
• Insurance: Not specified for this tender.
• Certifications:
• Structural steel frames must be manufactured in accordance with IS EN 1090.
• The steelwork contractor must be certified to EN 1090-1, at least Execution Class 1.
• Current welding competence certificates to EN ISO 9606-1:2013 must be provided for butt welds and fillet welds in the flat and horizontal positions.
• Past experience: Not specified for this tender.
• Personnel: Not specified for this tender.
• Geographic / facility constraints: Not specified for this tender.

Additionally, bidders must supply their Tax Clearance Access Number and Tax Reference Number for online verification of their tax status.

5. Award criteria & scoring

The award criterion is the lowest price only tendered by a Tenderer meeting the qualification criteria.

There are no explicit minimum scoring thresholds per criterion or overall mentioned, as the award is based solely on the lowest compliant price.

6. Submission requirements

Tenders must be submitted in accordance with the Instructions for Tenderers and must include:

• Form of Tender and Schedule (Volume B): Completed in accordance with the terms, with no amendments or alterations permitted except for signature/execution blocks.
• Suitability Assessment Questionnaire (SAQ): Completed in the format stated in the Particulars.
• Pricing Document (Volume C): This will be a Schedule of Rates or Bill of Quantities, to be completed by the Tenderer. It must be submitted as a read-only PDF copy. If inconsistencies arise between the PDF and native/CSV formats (if requested post-submission), the PDF takes precedence.
• No additional items are to be inserted unless permitted.
• No alterations to the document are permitted.
• Amounts must be in euro to two decimal places.
• Blank spaces, 'nil', 'included', or dashes are not permitted; '0.00' must be used where zero is applicable.
• Negative rates or prices, or zero rates, are not permitted.
• If an 'adjustment item' is included, the amount must not exceed 10% of the tendered Price.
• Method-related charges must not exceed 10% of the tendered Price.
• Additional Information: As specified in Appendix 2 to the Instructions.
• Tax Clearance: Tax Clearance Access Number and Tax Reference Number must be supplied for online verification.
• Language: Tenders and all accompanying information must be in English. Any original documents in another language must include an accurate translation.
• Format: Tenders must be submitted electronically via the eTenders platform. Sufficient time must be allowed for upload, and the connection must be reliable. Tenderers are responsible for ensuring timely and complete upload and that documents are not corrupt.

7. Key dates & process

The Time for Completion is 106 days, starting on the contract commencement date.

8. Contract terms that matter

• Contract Type: PW-CF6 Short Public Works Contract.
• Contract Formation: Formed by the issue of the Tender Acceptance, subject to any conditions precedent.
• Contract Documents: Include the Tender Acceptance, post-tender clarifications, Conditions of the Short Public Works Contract, documents describing the Works, completed Form of Tender and Schedule, and completed pricing document. Documents for information only (e.g., SAQ, Instructions) do not form part of the Contract.
• Time for Completion: 106 days from the contract start date.
• Payment: Not specified beyond standard contract terms.
• Performance Bond: May be required from the successful Tenderer.
• Sub-contracting: Not specified for this tender.
• IP Ownership: Not specified for this tender.
• Termination: Not specified for this tender.
• Project Supervisor for Construction Stage (PSCS): The Contractor or its nominee will be appointed if stated in the Schedule. If no nominee is named in the SAQ, the Tenderer offers to act as PSCS and must be a competent individual or body corporate.

9. Risks, red flags & unusuals

• Award Criterion: The award is based solely on the lowest price. This can lead to a focus on cost reduction, potentially at the expense of quality or long-term value if not carefully managed. Tenderers must ensure their pricing is competitive while still meeting all technical and quality requirements.
• Short Public Works Contract: This contract form is designed for simpler, lower-value works. While the estimated value is €400,000, the use of this contract type suggests a relatively straightforward scope.
• Steelwork Certification: Specific and detailed requirements for steelwork certification (EN 1090, EN ISO 9606-1, EN 10025-2, etc.) are provided. Non-compliance in this area is a significant risk for bidders.
• Completion Time: A fixed 106-day completion period is stipulated. Delays could incur penalties, though specific liquidated damages are not detailed in the provided text.
• PSCS Role: The potential requirement for the contractor to act as PSCS adds a layer of responsibility and requires the bidder to have the necessary competence.

10. SME fit assessment

This tender is likely suitable for small to medium-sized enterprises (SMEs) with specific expertise in structural steel fabrication and erection, and general building works.

• Viable Bidder Profile: A firm with proven experience in constructing steel-framed agricultural or industrial buildings, holding the required EN 1090 certification and associated welding certifications. The ability to manage a project with a 106-day completion timeline and potentially act as PSCS would be advantageous.
• Consortium/Sub-contracting: Not explicitly stated whether consortiums or sub-contracting are allowed. However, the emphasis on specific steelwork certifications suggests that the primary contractor must hold these.
• Indicative Bid-Prep Effort: Estimating bid preparation effort is difficult without full tender documents. However, gathering pricing, completing the SAQ, and preparing the technical aspects related to steelwork could require 5-10 days of focused effort for an experienced firm.
• Pwin Signal: The award criterion of "lowest price only" suggests a highly competitive tender. There is no indication of an incumbent supplier for these specific works, but the ICBF facility itself is an established entity. The tender is likely open to any qualified bidder who can offer the lowest price.

11. Where to dig deeper

• Source RFT Filename(s): [I26-02 - LEAN-TO.pdf], [I26-01-EXISTING SHED.pdf], [Instructions for Tenderers (Works).docx]
• eTenders CFT ID: Not specified in the provided text.
• Contact Email / Clarification Portal: Queries must be raised in writing using the means of communication stated in the Particulars.
• Most Important Attachments:
• Instructions for Tenderers (Works).docx
• [I26-02 - LEAN-TO.pdf] (Drawings and specifications for the lean-to)
• [I26-01-EXISTING SHED.pdf] (Drawings and specifications for existing shed modifications)