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Geotechnical Borings and Subsurface Investigation

Active
State & Local

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

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This subcontract involves performing geotechnical borings and subsurface investigations for the City of San Anselmo, specifically focusing on the Nokomis Avenue Bridge. The selected contractor will execute borings at Pier 2 and Pier 3 to evaluate scour damage, utilizing drilling rigs specifically designed for creek environments. The project requires the contractor to hold Professional Geologist or Professional Engineer licensure. Key deliverables include the provision of subsurface data, detailed boring logs, and a preliminary geotechnical report. The work is categorized under NAICS code 541330 and will be performed in San Anselmo, California.

General Info

Geotechnical borings and subsurface investigations for Nokomis Avenue Bridge in San Anselmo, California.

Agency

California → City of San Anselmo

Place of Performance

San Anselmo, CA, 94960

Set-Aside

NONE

Documents

This scope was carved out of Z1-20-26-132.

The full solicitation package (1 document), including the RFP, is on the prime solicitation, not on this scope.

View the prime solicitation

Preliminary Geotechnical Study at Nokomis Avenue Bridge Over San Anselmo Creek

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Timeline

Posted

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Organization & Contact Information

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AgencyCalifornia → City of San Anselmo
ContactsNo contacts available
OfficeN/A
Organization / Agency
California → City of San Anselmo
Office AddressN/A
ContactsNo contact information available

Full Description

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Performs geotechnical borings and subsurface investigations for prime contractors on Town of San Anselmo bridge projects. Executes borings at Pier 2 and Pier 3 of the Nokomis Avenue Bridge to evaluate scour damage using drilling rigs capable of operating in creek environments. Requires Professional Geologist (PG) or Professional Engineer (PE) licensure. Delivers subsurface data, boring logs, and a preliminary geotechnical report.

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