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Salt Creek Canyon

Active
State & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

AI Contract Overview

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The California Department of Transportation (Caltrans), District 3, is initiating a geotechnical investigation for the Salt Creek Canyon Safety Improvements Project along State Route 20 in Colusa County, targeting subsurface characterization to support the design of soldier pile walls with ground anchors or soil nail walls at specific post miles, along with associated roadway widenings and embankments. The investigation will include drilling, visual logging, in-situ testing, and sampling of soil and rock at proposed locations to inform engineering decisions for slope stabilization and earthwork construction. The project scope extends from the Colusa/Lake County line (PM 0.0) to Interstate 5 (PM R22.1), encompassing roadway improvements such as shoulder widening, pavement rehabilitation, drainage upgrades, installation of rock slope protection and bioswales, MASH-compliant guardrail end treatments, rumble strips, and updated signing and striping to enhance safety and environmental compliance. All work must align with Caltrans standards, the Manual for Assessing Safety Hardware (MASH), and state environmental regulations under CEQA, including protection of cultural resources and implementation of stormwater controls. The place of performance is designated as Williams, California, with primary activity concentrated along SR-20 in Colusa County, and all deliverables are subject to on-site inspection and acceptance by Caltrans. The solicitation number is 03-0L000, and while the contract type, estimated value, and pricing details are not disclosed, the project is currently in a forecast phase, with public review and environmental documentation in progress. Submissions for public input were due by July 7, 2026, and correspondence should be directed to Thaleena Bhattal or Jordan Schmidt at Caltrans District 3 in Marysville, with supporting documents including a location map referenced as Attachment A. No FAR clauses, special contract requirements, evaluation factors, packaging specifications, or offeror certifications are specified in the available materials, and there is no indication of a formal contract award or detailed performance timeline beyond the environmental review schedule.

General Info

Caltrans District 3 to enhance SR-20 safety from Colusa/Lake line to I-5 with shoulder, drainage, guardrail, and signing upgrades.

Agency

California → Caltrans, District 3 - Marysville/Sacramento

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

Husted Road; Bear Valley Road; SR 16, Colusa, CA, 95423

Set-Aside

NONE

Documents

(6)

Public Notice for State Route 20 Safety Improvements Project

PDFpublic-notice

NAHC Comment Letter on Salt Creek Canyon Project 2026060149

PDFcomment-letter

Salt Creek Canyon Safety Improvements Project Notice of Preparation

PDFpresolicitation

Salt Creek Canyon Safety Improvements Notice of Completion

PDFnotice-of-completion

Salt Creek Canyon Geotechnical CEQA/NEPA Determination Form 03-0L000

PDFcategorical-exclusion-determination

Salt Creek Canyon Project Notice of Exemption

PDFnotice-of-exemption

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Timeline

1 update
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forecast

Amendment 1

Contract was updated

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Organization & Contact Information

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AgencyCalifornia → Caltrans, District 3 - Marysville/Sacramento
Contacts2 people available
OfficeN/A
Organization / Agency
California → Caltrans, District 3 - Marysville/Sacramento
Office AddressN/A
Contacts
Thaleena BhattalSenior Environmental Branch Chief
Jordan SchmidtEnvironmental Coordinator

Full Description

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The California Department of Transportation (Caltrans) proposes to conduct a geotechnical investigation to evaluate subsurface conditions for the Salt Creek Canyon Project on State Route 20 in Colusa County. The scope of geotechnical work includes subsurface investigation work for site geotechnical engineering characterization for the design and construction of the proposed project soldier pile walls with ground anchors or soil nail walls and associated widenings / embankments. Soldier pile walls possibly with rows of ground anchors are proposed at post miles 10.85 EB, 11.10 EB and 11.25 WB. The subsurface investigation program will involve drilling, visual logging, in-situ testing, and sampling of soil and rock from borings at the proposed ERS locations.

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POSTED

about 19 hours ago

DEADLINE

in about 1 month
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