Demolition and site work for a municipal facility in North Bay, Ontario. Completed plans call for the demolition of a municipal facility; and for site work for a municipal facility.

Reference Number 0000300334 Question Deadline 08/27/2025 Respondents shall submit all questions, requests for clarifications, and other communications regarding the RFP Documents and the RFP Process by email to the Contact Person set out in section 3.2(7) no later than four (4) full Business Days before the Submission Deadline. The Contact Person designated by ONTC for this RFP is Brinda Ranpura, Procurement Contracts Specialist, 555 Oak Street East, North Bay, Ontario P1B 8L3 (705) 472-4500 ext. 548, brinda.ranpura@ontarionorthland.ca Description of Goods and/or Services - Demolition of Various ONTC Buildings - North Bay and Hearst. 1. Project supervisor with previous deconstruction experience must be present on-site throughout the project. 2. All debris created by the execution of the work shall be removed progressively from the site to appropriate waste disposal sites 3. Carefully remove and store reusable site materials and dismantle items containing materials for salvage and stockpile salvaged materials at locations as approved by the ONTC. 4. Demolition and Construction activities shall not adversely affect the structural integrity of any structure, sidewalks, pavement, and other infrastructure located on adjacent areas. Contract or will be responsible for any remediation work required due to damage during the work, which remediation shall be completed to the satisfaction of the owner of the damaged property at n additional cost to the ONTC. 5. Contractor will remove the concrete slab and foundation for the entire building. 6. Restore the work site to a finished flat at- grade condition. Start backfilling only after inspection and receipt of written approval of fill material and spaces to be filled from ONTC. 7. The Contractor shall backfill the excavated areas with a clean backfill material to the elevati on of the ground surface existing immediately prior to the start of excavation. The surface shoul d be graded to drain water away from the adjacent rail tracks and towards the street and nearest drains. 8. Allow for Twelve (12) inches of granular A on top of the clean fill. 9. The granular backfill shall be placed in layers not exceeding fifteen centimeters (150 mm) in depth and each layer shall be thoroughly compacted by means of packers or mechanical tampers to a relative compaction of not less than 95% Standard Proctor Density for the back fill material at optimum moisture content until no further settlement is apparent and the particles are well keyed into place. Official bid documents must be obtained from www.merx.com and bid submissions must be done through the Merx platform.