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This Solicitation opportunity from Government of Canada was posted on May 19, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Agriculture and Irrigation - Request for Proposal - Dam Breach Inundation Study - Keho Lake Dam

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AB-2026-03692Canada

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NAICS: 541360
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Comprehensive Annexation Feasibility and Implementation StudyThe City of Fayetteville, Georgia, is requesting competitive proposals from qualified consulting firms to conduct a Comprehensive Annexation Feasibility and Implementation Study aimed at evaluating potential areas for annexation. The selected firm will be responsible for performing a detailed analysis including GIS-based suitability assessments, fiscal impact modeling, and infrastructure capacity evaluations to determine the practicality and financial implications of expanding the city’s boundaries. In addition to technical analysis, the firm must deliver a strategic annexation plan outlining recommended steps, timelines, and implementation protocols aligned with the City Council’s goals. Proposals must be submitted by 2:00 P.M. on Friday, July 31, 2026, with all questions due by 4:00 P.M. on Monday, July 13, 2026. The City reserves the right to reject any or all proposals and may issue addenda through its electronic procurement portal, which proposers are required to monitor regularly for updates, clarifications, or changes to requirements. All submissions must adhere to the instructions provided on the City’s official procurement website, and proposers should direct inquiries regarding the RFP to Tina Rich, the designated contact, via email at trich@fayetteville-ga.gov or by phone at 770-719-4152. The solicitation, identified as RFP #PZ740-03 and referenced in the state procurement system as PE-66996-NONST-2027-000000013, is classified as a state and local government procurement under Georgia jurisdiction. The city does not specify a set-aside classification or NAICS code, and performance of the contract will occur within the City of Fayetteville, Georgia. Proposers are expected to ensure full compliance with submission guidelines and remain accountable for staying informed of any modifications to the solicitation through the official procurement portal.
City of Fayetteville

POSTED

6 days ago

DEADLINE

in 24 days

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The Keho Dam Project, located 35 km northwest of Lethbridge, Alberta, is a critical component of the Lethbridge Northern Headworks System, serving as an off-stream irrigation reservoir originally built in 1921 and significantly rehabilitated in 1984 and 2017. The dam is a 3,200-meter-long homogeneous earth-fill embankment reaching 9.9 meters in height with a crest elevation of 966.55 meters and a crest width of 8.5 meters, featuring riprap protection upstream, vegetated slopes downstream, and a gravel crest that functions as a local access road. The reservoir holds 95,380 dam³ at a full supply level of 964.24 meters, covering 2,200 hectares, and receives inflows up to 109 m³/s from the Lethbridge Northern Headworks Canal, with a typical operating flow of 46.5 m³/s. The low-level outlet, constructed of concrete with dual box conduits and two guard gates, has a design capacity of 34 m³/s and is managed by the Lethbridge Northern Irrigation District under agreement with Alberta Agriculture and Irrigation to supply water to the Turin Branch Canal, which can carry up to 86 m³/s. The dam lacks a dedicated spillway, making it vulnerable to rapid reservoir level increases from localized rainfall, especially during peak irrigation seasons, which raises the risk of overtopping and internal erosion. Recent dam safety evaluations have exposed significant shortcomings in existing breach inundation studies from 2005 and 2011, including outdated modeling techniques, incomplete assessment of cascading risks to the Picture Butte Reservoir and Dyke, and mapping methods inconsistent with current standards. These gaps, compounded by evolving operational demands, increased downstream development near Picture Butte, and heightened flood potential due to climate variability and high summer inflows, necessitate a comprehensive update to the Dam Breach Inundation Study. The Government of Alberta’s Agriculture and Irrigation division has issued a solicitation under AB-2026-03692 to procure an updated study that will inform dam safety classification, enhance emergency planning, and align operations with modern risk assessment protocols. The project requires detailed hydrologic and hydraulic modeling, updated topographic surveys, and analysis of potential failure scenarios under current infrastructure and land-use conditions. Proposals are due by

General Info

Keho Dam Project requires updated breach study to improve flood risk and safety compliance.

Agency

Government of Canada → Agriculture and Irrigation

NAICS

541360 - Geophysical Surveying and Mapping ServicesView NAICS

Place of Performance

Alberta, CAN

Set-Aside

NONE

Documents

(0)

No documents available

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Timeline

PhaseClosed
Posted

Solicitation

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyGovernment of Canada → Agriculture and Irrigation
Contacts1 person available
OfficeN/A
Organization / Agency
Government of Canada → Agriculture and Irrigation
Office AddressN/A
Contacts
Lewis CheungContracting Authority

Full Description

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The Keho Dam Project is located approximately 35 km northwest of Lethbridge, Alberta, and forms part of the Lethbridge Northern Headworks System. Site location plan and photographs are shown in Appendix A, and relevant drawings are included in Appendix B of the Terms of Reference. The Keho Lake Reservoir is an off-stream irrigation storage reservoir originally constructed in 1921 as the East Dyke and rehabilitated in 1984 by the Government of Alberta. The rehabilitation included raising the dam by 1.8 m, constructing a new low-level outlet (LLO), and adding two upstream earth jetties. Electrical and gate control upgrades to the LLO were completed in 2017. Together with the Turin Branch Canal headworks, the dam marks the downstream end of the Lethbridge Northern Headworks Canal system. The dam consists of a homogeneous earth-fill embankment approximately 3,200 m long, with a maximum height of 9.9 m, crest width of 8.5 m, and design crest elevation of 966.55 m. The upstream slope is protected with riprap, the downstream slope is vegetated, and the gravel crest serves as a local access road. The reservoir covers approximately 2,200 ha and stores 95,380 dam³ at a design full supply level of 964.24 m, with a drainage area of 52.5 km². The reservoir receives inflows from the Lethbridge Northern Headworks main canal, with a design operating flow of 46.5 m³/s and a maximum canal capacity of 109 m³/s. The LLO has a design discharge capacity of 34 m³/s, while the downstream Turin Branch Canal has a capacity of up to 86 m³/s near the headworks. The LLO is a cast-in-place concrete structure comprising an inlet, dual box conduits, a gatewell with two operating guard gates, and a stilling basin. Keho Lake Dam has no service or emergency spillway. Operationally, the LLO is controlled by the Lethbridge Northern Irrigation District under agreement with Alberta Agriculture and Irrigation to supply irrigation water via the Turin Branch Canal. Dam breach inundation studies can become outdated if not periodically reviewed and updated. AGI uses key administrative and physical triggers to prompt updates to inundation studies that include identified gaps in previous studies, improved hydrological and topographical data, advances in modeling and mapping, changes in regulatory requirements, infrastructure upgrades, and new or expanded downstream development. In recent years, the operation at Keho Lake Dam has become somewhat complex, particularly in light of evolving operational objectives and the development of a new operations plan with a revised Full Supply Level. Reservoir operations and inflows are strongly influenced by local weather variability and agricultural demand, introducing operational complexities not present at other in-stream reservoirs. Even short-duration or low-intensity rainfall events can result in rapid reservoir level increases, particularly under mid summer conditions characterized by high crop demand, elevated reservoir levels, and full canal inflows. Limited spillway capacity may lead to unanticipated high reservoir levels, increasing overtopping risk and the potential for surcharged piping condition. The 2024 Dam Safety Review highlighted several critical gaps in the existing dam breach inundation studies (2005 and 2011), including the lack of updated breach modeling, inadequate assessment of potential cascading impacts on the Picture Butte Reservoir and Dyke, and inundation mapping approaches that may no longer reflect current standards. Given the complexity of downstream flow paths, identified gaps in previous studies, and the potential for increased flood risk to the Town of Picture Butte, an updated Dam Breach Inundation Study (DBIS) is required to support informed decision-making, strengthen confidence in the dam’s consequence classification, and ensure alignment with current dam safety practices. The updated DBIS will also provide critical information to update and improve the dam’s emergency preparedness and response planning documents