This Solicitation opportunity from Government of Canada was posted on August 11, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Roof Replacements – BC18 and BC24 – Beaver Creek Institution - Minimum

Closed

21443-27-5425701International

Submission Closed08/20/2026, 08:00:00 PM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 238160

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Solicitation # N6893626SIMACQDC00000EC000000193

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about 21 hours ago

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in 13 days

AI Contract Overview

The Correctional Service Canada requires a qualified Canadian contractor to replace the aged asphalt shingle roofs on buildings BC18 and BC24 at the Beaver Creek Institution in Gravenhurst, Ontario. The project involves installing a durable snap-lock standing seam roofing system featuring 24-gauge hot-dipped zinc coated steel panels, 3/4 inch strapping, a 2 inch drip edge, and a premium non-perforated synthetic underlayment with a minimum weight of 200 g/m2. Key deliverables include a full inspection of the roof deck for rot or damage, the installation of a snow retention fence, and the provision of a minimum two-year transferable labour warranty. Work must be completed between the date of acceptance and November 30, 2026. Due to the nature of the facility, the contractor must adhere to strict institutional security and safety protocols. All personnel must be escorted at all times, undergo security screening, and provide a master tool list for approval. Mandatory requirements include valid Working from Heights certification for all elevated work, proof of business registration in Ontario, and a track record of at least three similar standing seam metal roofing projects. Additionally, the contractor must maintain comprehensive liability insurance for six years post-completion and may be required to provide tuberculin test results at their own expense. The contract will be awarded to the responsive bidder offering the lowest price.

General Info

Replace aging shingle roofs with premium metal system, meet strict durability, safety, and warranty standards at Beaver Creek Institution.

Agency

Government of Canada → Correctional Service of CanadaView Agency

NAICS

238160 - Roofing ContractorsView NAICS

Place of Performance

Ontario (except NCR), Gravenhurst, CAN

Set-Aside

NONE

Documents

(6)

Roof Replacements BC18 and BC24 - Statement of Work

PDF•sow

5425701 - Roof Replacements BC18 and BC24 - Statement of Work

PDF•sow

Invitation to Tender Amendment 02 - Rof Replacements BC 18 and BC24 Beaver Creek Institution

PDF•amendment

Invitation to Tender Amendment 01 for Roof Replacements at Beaver Creek Institution

PDF•amendment

Invitation to Tender 21443-27-5425701 Roof Replacements Beaver Creek Institution

PDF•itb

Invitation to Tender 21443-27-5425701 Remplacement des toitures Beaver Creek

PDF•itb

AI Contract Breakdown

Uniform Contract Format

Timeline

PhaseClosed

PostedAug 11

Solicitation

Response DeadlineAug 20

Deadline has passed

Submission Closed

08/20/2026, 08:00:00 PM UTC

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Organization & Contact Information

AgencyGovernment of Canada → Correctional Service of Canada

Contacts1 person available

OfficeN/A

Organization / Agency

Government of Canada → Correctional Service of Canada

View Agency Profile

Office AddressN/A

Contacts

Elizabeth LakeContracting Authority

contact@example.gov

+1 (555) 000-0000

Full Description

The Correctional Service Canada (CSC) requires a qualified contractor to complete the Roof Replacement for buildings BC18 (Unit 2) and BC24 (Unit 3) at Beaver Creek Institution. Objectives: CSC requires a qualified contractor to replace the existing aged asphalt shingle roof with a durable standing seam roofing system that enhances the structural integrity, improves weather resistance and reduces long term maintenance costs. Deliverables: a)The Contractor must ensure that all employees performing work at elevated heights have a valid Working from Heights certification. b)The Contractor must provide all required equipment, including their own equipment for working at heights to complete the work in the project. c)Measurement & Verification 1.Verify all roof dimensions and conditions prior to ordering materials and commencing work. d)Preparation 1.Inspect the roof deck and structure for damage, rot and deficiencies. Report any necessary repairs and provide a quote for additional work. 2. Remove existing vents. 3.Ensure the roof deck is clean and suitable for installation. e) Installation 1.Supply and install a full-coverage synthetic roof underlayment beneath the metal roofing system across all roof areas i. Underlayment must be premium grade, non‑perforated synthetic material suitable for use under metal roofing systems ii. Minimum material weight of approximately 200 g/m² (or equivalent) iii. Underlayment must provide a continuous secondary water‑shedding barrier over the entire roof deck iv. Material must meet or exceed industry standards for water resistance, tear strength, UV stability, and slip resistance v. Installation must be completed in strict accordance with manufacturer’s specifications vi. Contractor must provide a minimum two (2) year transferable labour warranty covering installation of the underlayment system 2. Install ¾” strapping at manufacturer recommended spacing and orientation for the standing seam system. 3.Install 2” drip edge around the entire perimeter. 4. Supply and install the new snap-lock standing seam roof system, including all accessory components: i. Panels: 24” wide, minimum 24-gauge (0.7mm) gauge thickness. ii. Finish: Hot-dipped zinc coated steel with factory applied colour finish. iii. Attachment: Hidden clip system; all fasteners and components must be corrosion resistant. 5. Supply and install new roof vents, flashing and transitions to match the new roof colour. 6. Provide colour samples to the Site Authority for approval prior to fabrication. 7. Install appropriate sealants for a weather tight finish. 8. Supply and install snow guards at all roof edge areas to prevent snow and ice overhangs and uncontrolled shedding i. Installation must include continuous coverage along the full perimeter of all roof sections, not limited to doors or designated walkways ii. Snow guard layout and spacing must be designed to provide effective snow retention across all roof edges iii. System must be compatible with the installed metal roofing system and designed to avoid damage to roof panels or fasteners iv. Installation must be completed in accordance with accepted industry best practices for metal roofing systems and to maintain roof system integrity and performance f) Compliance & Quality 1. All materials and installation must comply with the manufacturer’s specifications. 2. Provide written warranties for materials, finish, workmanship and service life. g) Site Management 1. Protect surrounding property during work. 2. Maintain a clean worksite and secure materials to prevent wind damage. 3. Dispose of removed roofing material in accordance with environmental and local regulations. 4. The building will be occupied during installation, so the entrance must be protected against falling material. The emergency exits must remain usable throughout the project.