Santa Fe River Repair at Cristobal Colon
| Agency: | City of Santa Fe |
|---|---|
| State: | New Mexico |
| Type of Government: | State & Local |
| NAICS Category: |
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| Posted Date: | Mar 11, 2026 |
| Due Date: | Mar 26, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Description
Project ID:
Title: Santa Fe River Repair at Cristobal Colon
Addenda: 0
Release Date: 3/11/2026
Due Date: 3/26/2026
Post Information
Sealed Bid Process:Yes (Bids Sealed / Pricing Sealed)
Private Bid:No
Summary
This project involves the repair of five (5) existing A-weir cross-vane grade control structures along the Santa Fe River, between approximately Camino Rio and Camino de la Vuelta. The work will include reconstruction of the failed structures as grouted boulder ramps featuring integrated stilling basins, cutoff sills, and subsurface drain tiles to mitigate erosion and seepage risks.
Following construction, all disturbed areas will be revegetated to restore natural conditions and enhance riparian. The proposed design re-establishes channel grade, improves floodplain connectivity, and promotes long-term structural stability while minimizing environmental disturbance and construction impacts.
Background
In 2018, the Santa Fe area experienced an extreme precipitation event that caused widespread damage throughout the Santa Fe River corridor, including significant failure of several grade control structures. This project builds upon prior work to repair the riparian corridor using more robust designs to help mitigate against future risks.
The purpose of this project is to re-establish channel grade stability by repairing five A-weir boulder cross vane grade control structures located between Camino de la Vuelta and Camino Rio. The design incorporates salvaged boulders from the failed structures and reconstructs them as more resilient, grouted grade control features. The use of grouting will enhance structural integrity and reduce the risk of erosion and future failure during high-flow events.
Timeline
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