This is a service / maintenance or supply contract in Innisfail, Alberta. Contact the soliciting agency for additional information.

Due to the current Covid-19 pandemic, proposals must be submitted by Email to this email address: AEP.OIB-Contracts@gov.ab.ca. It is the bidders' responsibility to ensure the bid is received by the department. The department will not be responsible for any lost bid. It is the Proponent's responsibility to ensure its Proposal is received before the RFP Closing Date and Time to the Email address specified in this RFP. In responding to this RFP, the Proponent's attention is drawn to the following: a) Proposals received after the RFP's Closing Date and Time will be rejected. b) Ambiguous, unclear or unreadable Proposals may be rejected. c) Proposals must be delivered by Email, clearly identified with the RFP's number, Closing Date and Time in the subject line of the Email: d) Proposals must be delivered as follows: Attention: Santosh GC RFP Number: 21TDRRSD903 AEP.OIB-Contracts@gov.ab.ca Closing Date & Time: 14:00:59 Alberta Time, January 18, 2021 d) The time and date of receipt of Proposals will be recorded on the Proposals upon delivery to the above address. Proposals must be received prior to the RFP's Closing Date and Time. Since initial impoundment of Dickson Dam in 1983, the Gleniffer Reservoir shoreline has experienced erosion in many areas around the reservoir and various minor remedial work and erosion protection schemes have been implemented over time. There are a number of areas where shoreline erosion is jeopardizing existing government owned land reserves. Previous studies have shown that the wind, waves and geotechnical instability due to soil characteristic are the contributing factors for the cause of shoreline erosion. SNC Lavalin completed a Reservoir Erosion study in 2019 that was initiated by Alberta Environment and Parks (AEP). The study assessed the previous KCB erosion study (2006), present and estimated future shoreline conditions in key areas around the reservoir and recommended remedial measures, where required. In the study, the entire reservoir shoreline has been sectioned and labeled (Figure 1.0 and 6.0). A bank erosion hazard index was applied to each section to identify the areas of high risk. The study concluded that the sections 13, 14A, 14B and 14C that include Carefree Resort and the Dickson Leisure Grounds are at the highest risk of being impacted by long term erosion. The study provides general concepts (such as use of riprap, excavation and loading material for slope stability, use of erosion control blanket and filter cloth, as well as sheet-piling and retaining walls) and a high level cost estimation in order of $40 Million to address the erosion in the areas around the reservoir. Site-specific detailed options and construction methods to address erosion have not been identified. The Method of Contractor Selection has not been determined at this time.