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This Solicitation opportunity from New Mexico was posted on May 7, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Professional Engineering Services for Buckman Direct Diversion Facility

Closed
FY26-TRFQP - A&E-094State & Local

Contract Overview

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NAICS: 541330
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The contract solicits professional engineering services for the Buckman Direct Diversion Facility, a critical water diversion and treatment infrastructure located near Santa Fe, New Mexico. This facility draws raw water from the Rio Grande River, removes sediment via Lakos separators near the intake, and pumps water uphill through pump stations for advanced filtration and purification before delivery to regional utility providers. Established under a Joint Powers Agreement between the City of Santa Fe and Santa Fe County in 2005, the Facility became operational in 2011 but currently suffers from operational challenges, primarily due to its inability to manage sediment and turbidity fluctuations effectively. The Board overseeing the Facility intends to address these issues through the design and construction of a new intake structure capable of sediment exclusion, improved sediment removal processes, and hydraulic performance enhancements. The project includes analysis, modeling, development of design alternatives to a 30% design level, and preparation of cost estimates aligned with industry standards to ensure a reliable and resilient water supply capable of diverting up to 20.8 million gallons per day. This solicitation, posted in May 2026 by the City of Santa Fe’s Central Purchasing Division on behalf of Buckman Direct Diversion, involves a detailed evaluation and selection process emphasizing organizational experience, demonstrated expertise, financial stability, and local business preferences. The evaluation framework assigns 60% weight to organizational experience, 15% to references, and 10% each to mandatory specifications and interview presentations, with additional consideration given to financial strength and resident business status. Offerors must address comprehensive compliance requirements including conflict of interest disclosures, campaign contribution reporting, and business certifications. The contract is awarded based on a best-value trade-off process rather than lowest cost, with robust requirements for key personnel qualifications and ethical compliance. Deliverables include a 30% design submittal, technical memos on sediment exclusion, hydraulic modeling results, and probabilistic cost opinions. The Board and City retain oversight responsibility for inspection and acceptance, with formal project endorsement by the Board. Submission requirements mandate thorough proposal documentation, including financial statements, organizational references, and disclosure of subcontractors. The contract ensures confidentiality, prohibits post-award amendments to contract terms, and seeks to establish a permanent solution foundational to the water security of the region.

General Info

Engineering services contract to improve sediment control and hydraulic performance at Buckman Direct Diversion.

Agency

New Mexico → Buckman Direct DiversionView Agency

NAICS

541330 - Engineering ServicesView NAICS

Place of Performance

NM, USA

Set-Aside

NONE

Documents

(4)

Pre-Proposal Meeting Attendance 5-21-26

TXTother

Pre-Proposal_Meeting_for_Professional_Engineer_for_BDD-20260521_100531-Meeting_Recording.mp4

MP4

RFP FY26-TRFQP - A&E-094 Professional Engineering Services for Buckman Direct Diversion Facility

PDFrfp

RFP FY26-TRFQP - A&E-094 Professional Engineering Services for Buckman Direct Diversion Facility

PDFrfp

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Timeline

PhaseClosed
Posted

Solicitation

Response Deadline

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Submission Closed

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Organization & Contact Information

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AgencyNew Mexico → Buckman Direct Diversion
Contacts2 people available
OfficeSanta Fe, NM, 87501, US
Organization / Agency
New Mexico → Buckman Direct Diversion
View Agency Profile
Office AddressSanta Fe, NM, 87501, US
Contacts
Alexis GarciaADMINISTRATIVE MANAGER
Kathy SanchezProcurement Officer

Interested Companies (26)

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Molzen-corbin & Associates, PA
Albuquerque, NM
Stantec
Walnut Creek, CA
Aquafin
Elkton, MD

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Full Description

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The Facility is a diversion and treatment plant on the Rio Grande River near Santa Fe, New Mexico. The point of diversion is approximately 15 miles northwest of the City of Santa Fe and is located about three miles from the confluence of the Rio Grande River and Los Alamos Canyon. The Facility was intended to operate in this fashion: Raw water is pulled from the Rio Grande diversion site. Sediment is removed near the diversion site through Lakos separators. Water is pumped uphill (1,100 vertical feet through 11 miles of 30" raw water pipe and three pump stations). The water is filtered and purified at an advanced treatment plant. Drinking water is then pumped to the utility providers. The illustration of the major systems in the process train are uploaded in the Vendor Questionnaire #18 The Board was created pursuant to a Joint Powers of Agreement between the City and Santa Fe County, effective March 11, 2005. The Board oversees the management and operations of the Facility. The Board is made up of two City Councilors, two County Commissioners, an At Large Citizen member, an Alternate Citizen member, and two non-voting representatives from the Las Campanas Community. Under the Joint Powers Agreement for the Facility, the Board is responsible for diverting, treating, and transmitting surface water in accordance with respective diversion allocations and delivery demands. The planning and design of the Facility began in 2001 and the Facility became operational in 2011. The Facility was expected by the Board to provide the necessary robust diversion, treatment, and reliable operations to meet much of the water demands of the City and the County for the foreseeable future. The Facility was intended to be able to divert, convey, and treat varying daily and monthly water diversion volumes, depending on water demands and source water availability. A maximum daily diversion of 20.8 MGD (32.2 CFS) at the river and 15 MGD net at the treatment plant could be needed at any time throughout the year. The Facility does not currently operate or perform as anticipated or desired, due to a number of issues. Many of the issues can be attributed to the Facility's inability to adequately address extensive seasonal and precipitation triggered fluctuations in sediment and turbidity conditions in the Rio Grande. To improve the Facility's performance and operation, the Board anticipates that design and construction of a new intake facility to exclude sediment from entering the intake will be a first step priority, coupled with improvements to the sediment removal process. The Facility is the foundation of a resilient water future for the partners and as such a permanent solution must be achieved.