Request for Expression of Interest (RFEOI) for A-Jetty Replacement
- Location
- Victoria, British Columbia, Canada
- Responses due
- Oct 1, 2026
Overview
Source: CanadaBuysView in Constructeams
Source: CanadaBuysView in Constructeams
The Royal Canadian Mounted Police (RCMP) has a construction requirement for Vanderhoof Detachment Reception Ballistic Upgrades which consists of deconstructing existing reception front counter and to construct ballistic counter barrier components including glazing & frame, countertop, hardware, millwork, adjacent wall paneling and entry door located at 181 W Columbia St. Vanderhoof, BC V0J 3A0.
As per the terms and conditions of the Open Construction Source List (PR26SLCH), you are invited to submit a bid for the following project: DEFENCE CONSTRUCTION CANADA (DCC) – Project No. CK208168_CN86972 – Replace Underground Utilities - Phase 2, Vernon Military Camp, BC The work includes, but is not necessarily limited to, the supply of labour, material, supervision, and equipment necessary to replace the deteriorated water main, sanitary sewer and storm water drainage lines in order to meet the current and future demands at the Vernon Military Camp, and to meet current codes and standards. The resulting Contract will include an Indigenous Benefits Plan (IBP) that aims to provide opportunities for businesses owned and lead by Indigenous People. Canada’s free trade agreements pose no impediment to the inclusion of measures for the benefit of Indigenous Peoples and/or businesses in a procurement. Refer to the Tender documents for details. A site visit has been arranged for the following date, time, and location. It is highly recommended that bidders attend this visit. Date: August 25, 2026 Time: 12:00pm Location: 3100 15th Ave, Vernon, BC The estimated cost for this opportunity is in the range of $8,200,000. The Work must reach Substantial Completion no later than 415 calendar days after notification of contract award and must be completed no later than 30 calendar days after the date of Substantial Completion. This solicitation includes an Indigenous Benefits Plan (IBP) that aims to provide opportunities for businesses owned and lead by Indigenous People. Canada’s free trade agreements pose no impediment to the inclusion of measures for the benefit of Indigenous Peoples and/or businesses in a solicitation. This solicitation is being conducted in accordance with the requirements set out in the Canadian Free Trade Agreement (CFTA). Questions regarding this solicitation are to be directed ONLY to the point of contact identified in this advertisement. Bidders who address their questions to anyone other than the point of contact during the solicitation period may, for that reason alone, be disqualified. Please note that the preliminary tender results for this project will be available on MERX. Bidders can obtain contract award results from the DCC website at https://www.dcc-cdc.gc.ca/industry/contract-activity. DCC now publicly discloses information on payments made to prime contractors so that subcontractors know when they can expect payment. Information on payments made in the past 90 days on construction contracts over $100,000, as well as further information regarding DCC’s prompt payment commitment, can be obtained from the DCC website at https://www.dcc-cdc.gc.ca/industry/contract-activity. code : 1description : IBP Amount (as defined in the Supplementary Conditions), expressed in dollars ($)unitOfMeasure : Dollarweight : 10.00code : 2description : Asphalt removal - Full depth and disposal off-site (Specification Section 02 41 13.14, Paragraph 1.2.1)quantity : 13700unitOfMeasure : Square Metercode : 3description : Excavate and re-grade existing ditches (Specification Section 31 23 33.01, Paragraph 1.3.6 & 1.3.7)quantity : 1000unitOfMeasure : Cubic Metercode : 4description : Abandon existing manhole, all sizes, including disposal of cover, lid, riser and backfill as per Detail 31 DWG L-V41-8421-695 (Specification Section 31 23 33.01, Paragraph 1.3.16)quantity : 12unitOfMeasure : Eachcode : 5description : Abandon existing water services (Specification Section 31 23 33.01, Paragraph 1.3.18)quantity : 46unitOfMeasure : Eachcode : 6description : Abandon existing water Valves (Specification Section 31 23 33.01, Paragraph 1.3.20)quantity : 30unitOfMeasure : Eachcode : 7description : Remove existing DCVA and Meter at 15th Ave and backfill (Specification Section 31 23 33.01, Paragraph 1.3.21)quantity : 1unitOfMeasure : Eachcode : 8description : Remove exisitng Hwy 97 crossing meter and abandon chamber (Specification Section 31 23 33.01, Paragraph 1.3.22)quantity : 1unitOfMeasure : Eachcode : 9description : Remove and dipose existing fire hydrant assemblies (Specification Section 31 23 33.01, Paragraph 1.3.23)quantity : 16unitOfMeasure : Eachcode : 10description : Common excavation of unsuitable material, including disposal off-site for detention pond (Specification Section 31 24 13, Paragraph 1.3.3)quantity : 550unitOfMeasure : Cubic Metercode : 11description : Subgrade preparation for road widening (Specification Section 31 24 13, Paragraph 1.3.5)quantity : 400unitOfMeasure : Square Metercode : 12description : Replacement of unsuitable trench and embankment material, including disposal off-site; Replace with 75mm pit run gravel (Specification Section 31 24 13, Paragraph 1.3.6)quantity : 17000unitOfMeasure : Toncode : 13description : Granular Sub-Base; 75mm granular, 300mm thick outside trench area (Specification Section 32 11 16.01, Paragraph 1.3.2 & 1.3.3)quantity : 110unitOfMeasure : Square Metercode : 14description : Granular Base; 19mm Crushed Base Course, 150mm thick outside trench area (Specification Section 32 11 23, Paragraph 1.3.2 & 1.3.3)quantity : 110unitOfMeasure : Square Metercode : 15description : Topsoil for detention pond, re-use from stockpile; 100mm thick (Specification Section 32 91 19.13, Paragraph 1.2.5)quantity : 1100unitOfMeasure : Square Metercode : 16description : Supply and place hydraulic seeding for detention pond (Specification Section 32 91 19.16, Paragraph 1.3.4)quantity : 1100unitOfMeasure : Square Metercode : 17description : Storm manhole, lid, slab, cover and frame - 1050 mm diam. as per Detail 20 DWG L-V41-8421-694 (Specification Section 33 05 13, Paragraph 1.5.1)quantity : 17unitOfMeasure : Eachcode : 18description : Sanitary manhole, lid, slab, cover and frame - 1050 mm diam. as per Detail 20 DWG L-V41-8421-694 (Specification Section 33 05 13, Paragraph 1.5.1)quantity : 29unitOfMeasure : Eachcode : 19description : Manhole Riser Section - 1050 mm diam. as per Detail 20 DWG L-V41-8421-694 (Specification Section 33 05 13, Paragraph 1.5.1)quantity : 92unitOfMeasure : Vertical Metercode : 20description : Sanitary sewer cleanout terminal or midblock - 150 mm diam. as per Detail 24 DWG L-V41-8421-694 (Specification Section 33 05 13, Paragraph 1.5.2)quantity : 26unitOfMeasure : Eachcode : 21description : Storm Flow Control Manhole 1200mm diam. c/w lid, slab, risers, cover, frame and flow control piping as per DWG L-V41-8421-679 (Specification Section 33 05 13, Paragraph 1.5.1)quantity : 1unitOfMeasure : Eachcode : 22description : Storm catch basin, as per Detail 27 DWG L-V41-8421-695 (Specification Section 33 05 13, Paragraph 1.5.2)quantity : 4unitOfMeasure : Eachcode : 23description : Precast concrete storm inlet and safety grillage - as per Detail 30 DWG L-V41-8421-679 (Specification Section 33 05 13, Paragraph 1.5.3)quantity : 9unitOfMeasure : Eachcode : 24description : Water main pipe - 75 mm diam. HDPE DR-11 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.1 & 1.7.2)quantity : 70unitOfMeasure : Metercode : 25description : Water main pipe - 100 mm diam. PVC DR-18 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.1 & 1.7.2)quantity : 60unitOfMeasure : Metercode : 26description : Water main pipe - 150 mm diam. PVC DR-18 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.1 & 1.7.2)quantity : 18unitOfMeasure : Metercode : 27description : Water Main Pipe - 200 mm diam. PVC DR-18 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.1 & 1.7.2)quantity : 2160unitOfMeasure : Metercode : 28description : Gate valve - 100mm, as per Detail 14 DWG L-V41-8421-693 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.3)quantity : 2unitOfMeasure : Eachcode : 29description : Gate valve - 150mm, as per Detail 14 DWG L-V41-8421-693 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.3)quantity : 3unitOfMeasure : Eachcode : 30description : Gate valve - 200mm, as per Detail 14 DWG L-V41-8421-693 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.3)quantity : 28unitOfMeasure : Eachcode : 31description : Service piping - 50 mm diam. c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.5)quantity : 152unitOfMeasure : Metercode : 32description : Service connection set - 50 mm diam. as per Detail 13 DWG L-V41-8421-693 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.5)quantity : 11unitOfMeasure : Eachcode : 33description : Service piping - 38 mm diam. c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.5)quantity : 210unitOfMeasure : Metercode : 34description : Service connection set - 38 mm diam., as per Detail 13 DWG L-V41-8421-693 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.5)quantity : 7unitOfMeasure : Eachcode : 35description : Service piping - 32 mm diam. c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.5)quantity : 100unitOfMeasure : Metercode : 36description : Service connection set - 32 mm diam., as per Detail 13 DWG L-V41-8421-693 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.5)quantity : 8unitOfMeasure : Eachcode : 37description : Service piping - 25 mm diam. c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.5)quantity : 279unitOfMeasure : Metercode : 38description : Service connection set - 25 mm diam., as per Detail 13 DWG L-V41-8421-693 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.5)quantity : 12unitOfMeasure : Eachcode : 39description : Service piping - 19 mm diam. c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.5)quantity : 216unitOfMeasure : Metercode : 40description : Service connection set - 19 mm diam., as per Detail 13 DWG L-V41-8421-693 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.5)quantity : 13unitOfMeasure : Eachcode : 41description : Yard Hydrant Stand pipe assembly c/w wood post and drain rock - as per Detail 10 DWG L-V41-8421-692 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.13)quantity : 6unitOfMeasure : Eachcode : 42description : Hydrant assembly - as per Detail 17 Dwg L-V41-8421-693 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.17)quantity : 17unitOfMeasure : Eachcode : 43description : Air Valve Vacuum Combo Chamber, as per Detail 31 DWG L-V41-8421-695 c/w removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.7)quantity : 1unitOfMeasure : Eachcode : 44description : HI-40 Rigid Pipe insulation, 25mm thick as per Detail 9 DWG L-V41-8421-692 (Specification Section 33 11 16, Paragraph 1.7.14)quantity : 100unitOfMeasure : Square Metercode : 45description : Wrap 200mm Pipe Joints with CANUS or approved equal (Specification Section 33 11 16, Paragraph 1.7.16)quantity : 20unitOfMeasure : Eachcode : 46description : Hot-tap Inline connection to existing 15th Ave 200 PVC main c/w gatevalve, removals & surface restoration (Specification Section 33 11 16, Paragraph 1.7.12)quantity : 1unitOfMeasure : Eachcode : 47description : Water meter Kiosk c/w DCVA, concrete pad, drain rock pit and electrical/mechanical components as per Detail 32 DWG L-V41-8421-696 c/w removals and surface restoration (Specification Section 33 11 16, Paragraph 1.7.15)quantity : 1unitOfMeasure : Eachcode : 48description : Connection to existing Sanitary manhole c/w removals & surface restoration (Specification Section 33 31 13, Paragraph 1.3.6)quantity : 2unitOfMeasure : Eachcode : 49description : Sanitary Sewer Piping - 150 mm diam., PVC DR-35 c/w removals & surface restoration (Specification Section 33 31 13, Paragraph 1.3.1 & 1.3.2)quantity : 530unitOfMeasure : Metercode : 50description : Sanitary Sewer Piping - 200 mm diam., PVC DR-35 c/w removals & surface restoration (Specification Section 33 31 13, Paragraph 1.3.1 & 1.3.2)quantity : 1300unitOfMeasure : Metercode : 51description : Sanitary Service 100 mm diam., PVC; as per Detail 25 DWG L-V41-8421-694 c/w removals & surface restoration (Specification Section 33 31 13, Paragraph 1.3.1 & 1.3.2)quantity : 825unitOfMeasure : Metercode : 52description : Service connection c/w inspection chamber, as per Detail 25 DWG L-V41-8421-694 c/w removals & surface restoration (Specification Section 33 31 13, Paragraph 1.3.3 & 1.3.4)quantity : 49unitOfMeasure : Eachcode : 53description : CCTV (Specification Section 33 31 13, Paragraph 1.3.7)quantity : 1830unitOfMeasure : Metercode : 54description : Connect to existing pipe to proposed storm manhole c/w removals & surface restoration (Specification Section 33 41 00, Paragraph 1.3.9)quantity : 1unitOfMeasure : Eachcode : 55description : Storm Service - 100 mm diam. PVC (Specification Section 33 41 00, Paragraph 1.3.1 & 1.3.2)quantity : 14unitOfMeasure : Metercode : 56description : Storm Sewer Piping - 375 mm diam. PVC, PVC DR-35 c/w removals & surface restoration (Specification Section 33 41 00, Paragraph 1.3.1 & 1.3.2)quantity : 755unitOfMeasure : Metercode : 57description : Storm Sewer Piping - 450 mm diam. PVC, PVC DR-35 c/w removals & surface restoration (Specification Section 33 41 00, Paragraph 1.3.1 & 1.3.2)quantity : 125unitOfMeasure : Metercode : 58description : Storm Sewer Piping - 525 mm diam. PVC, PVC DR-35 c/w removals & surface restoration (Specification Section 33 41 00, Paragraph 1.3.1 & 1.3.2)quantity : 80unitOfMeasure : Metercode : 59description : Catch basin lead - 200 mm diam. SDR35 PVC c/w removals & surface restoration (Specification Section 33 41 00, Paragraph 1.3.5)quantity : 15unitOfMeasure : Metercode : 60description : CCTV (Specification Section 33 41 00, Paragraph 1.3.11)quantity : 960unitOfMeasure : Metercode : 61description : 375 mm diam. CSP culvert c/w bedding sand, removals & surface restoration (Specification Section 33 42 13, Paragraph 1.3.3)quantity : 310unitOfMeasure : Metercode : 62description : 450 mm diam. CSP culvert c/w bedding sand, removals & surface restoration (Specification Section 33 42 13, Paragraph 1.3.3)quantity : 195unitOfMeasure : Metercode : 63description : Common trench communications conduit 2x100mm c/w Telus 2102 chambers, removals & surface restoration DWG. L-V41-8420-609 & 698 (Specification Section 01 11 00, Paragraph 1.1.1)quantity : 470unitOfMeasure : Metercode : 64description : Communications conduit 2x100mm c/w Telus 2102 chambers, removals & surface restoration DWG. L-V41-8420-609 & 698 (Specification Section 01 11 00, Paragraph 1.1.1)quantity : 370unitOfMeasure : Metercode : 65description : Balance of Project, complete - all other costs not included in items 2 to 64 (inclusive)quantity : 1unitOfMeasure : Lump-SumBidding and Documents are available on http://www.merx.com. Fees may apply; See https://www.merx.com/public/pricing for more information.
The PSEC located at 4160 Marine Drive, West Vancouver, BC, requires pile cap restoration. The scope of work includes the supply of materials, equipment, tools, services, labour, and all things necessary for the completion of shotcrete concrete reinforcing on the pile caps at the PSEC site. The pile caps under the wharf at PSEC need to be thickened for repair purposes. This requirement aims to thicken the pile caps under the wharf at PSEC. Work to be performed under this Contract includes, but not limited to, the following items covered further in the Contract Documents: 1. Review site specific information. 2. Mobilization and demobilization, including: a) All crew, tools, equipment, means of access, and materials. b) Site clean-up after completion of work 3. Approximately 82.5 linear metres of pile caps that require shotcrete; details are outlined in tender drawings. Familiarization with site Before submitting a bid, bidders can visit the site and its surroundings, at their own expense, to review and verify the form, nature, and extent of the work, materials needed for the completion of the work, the means of access to the site, severity, exposure, and uncertainty of weather, soil conditions, any accommodations they may require, and in general shall obtain all necessary information as to risks, contingencies, and other circumstances which may influence or affect their bid. No allowance shall be made subsequently in this connection on account or error or negligence to properly observe and determine the conditions that will apply. All work including clean-up and demobilization must be completed by February 28, 2027.
Replacement of the existing Catenary luminaires and wiring with new LED luminaires and wiring from the pole bases to the luminaires within the perimeter of the facility. Works and detailed requirements are shown on the contract documents.
The Department of Foreign Affairs, Trade and Development Canada (DFATD) operates around 189 missions abroad to provide services to Canadians and to maintain diplomatic relationships with host countries. As part of these missions, DFATD occupies a portfolio of buildings requiring the delivery of operations & maintenance (O&M) services to maintain the integrity of the assets. In managing these assets, DFATD is required to complete construction projects of various sizes, and to perform O&M work. DFATD requires a company capable of offering building envelope construction services (repair, installation, and maintenance) for Canadian missions abroad; including Chanceries, Official Residences, and Staff Quarters. DFATD intends to award up to 3 contracts to 3 contractors.
DEFENCE CONSTRUCTION CANADA (DCC) is requesting proposals from firms with demonstrated experience in the Construction Management at Risk (CMAR) delivery method, to submit a Proposal for a Program involving multiple Projects for the renovation of existing infrastructures, the demolition of certain facilities, and the construction of some new facilities which include armoury facilities located at 19 Wing CFB Comox, BC. Notwithstanding that the Program comprises multiple Projects, a single CCDC 5B Construction Management Contract – for Services and Construction will govern the entirety of the Program for the full duration of the Contract. The Construction Manager will be required to provide the necessary Construction Management services to ensure the successful completion of all Projects under the Program. These services apply to all construction activities associated with the Projects, are divided into two (2) components and include, but are not limited to, the following: Pre-construction Services: General Services, Pre-design, Schematic Design, Design Development, Construction Document, and Construction Procurement. Construction Services: General Services, Cost Control and Accounting, and Post-Construction Services. Additional details are provided in the RFP document. The resulting Contract will include an Indigenous Benefits Plan (IBP) that aims to provide opportunities for businesses owned and lead by Indigenous People. Canada’s free trade agreements pose no impediment to the inclusion of measures for the benefit of Indigenous Peoples and/or businesses in a procurement. Refer to the RFP documents for more details. You may consult the Indigenous Services Canada’s business directory, and/or Canadian Council for Indigenous Business’ directory as required. A site visit has been arranged for the following date, time, and location. It is highly recommended that bidders attend this visit. Date: September 2, 2026 Time: 2:00PM (local time) Location: Meet at B306, 19 Wing CFB Comox Due to security requirements, attendees are required to pre-register by email to the named bidder contact no later than two (2) business days prior to the site visit. Failure to register may result in being denied access to the site visit. The estimated construction cost for the Program is in the range of $100 Million. Firms that consider themselves qualified to provide these services are invited to submit their proposals through the MERX Electronic Bidding System on or before the closing date and time indicated on the Electronic Bidding System. This solicitation is being conducted in accordance with the requirements set out in the Canadian Free Trade Agreement (CFTA), Chapter Nineteen of the Canada-European Union Comprehensive Economic and Trade Agreement (CETA) and the World Trade Organization Agreement on Government Procurement (WTO-GPA). The selected Construction Manager will be required to hold a valid FACILITY SECURITY CLERANCE at the level of SECRET, issued by the Contract Security Program (CSP) within Public Services and Procurement Canada (PSPC). Details concerning the Security Requirements for this program are identified in the RFP documents. Questions regarding this solicitation are to be directed ONLY to the point of contact identified in this advertisement. Bidders who address their questions to anyone other than the point of contact during the solicitation period may, for that reason alone, be disqualified. Bidders can obtain contract award results from the DCC website at https://www.dcc-cdc.gc.ca/industry/contract-activity. DCC now publicly discloses information on payments made to prime contractors so that subcontractors know when they can expect payment. Information on payments made in the past 90 days on construction contracts over $100,000, as well as further information regarding DCC’s prompt payment commitment, can be obtained from the DCC website at https://www.dcc-cdc.gc.ca/industry/contract-activity. code : 1.1description : Project Manager Gestionnaire de projetunitOfMeasure : Hourly Ratecode : 1.2description : Site Superintendent Surintendant de chantierunitOfMeasure : Hourly Ratecode : 1.3description : Security Manager Gestionnaire de la sécuritéunitOfMeasure : Hourly Ratecode : 1.4description : Project Controls Manager Gestionnaire des contrôles de projetunitOfMeasure : Hourly Ratecode : 1.5description : Lead Quality Control Manager Gestionnaire principal du contrôle de la qualitéunitOfMeasure : Hourly Ratecode : 1.6description : Lead Scheduler Planificateur principalunitOfMeasure : Hourly Ratecode : 1.7description : Total Classification Rate Taux horaire pondéré totalunitOfMeasure : Hourly Ratecode : 2.1description : Construction Manager’s Percentage Fee for Construction Services Honoraires à pourcentage du gérant de construction pour les services de constructionratioType : MARKUPunitOfMeasure : PercentBidding and Documents are available on http://www.merx.com. Fees may apply; See https://www.merx.com/public/pricing for more information.