This Solicitation opportunity from California was posted on June 18, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Design Engineering and Environmental Services for the Rehabilitation of Maple Creek Bridge 04C0061

Closed

20260617012State & Local

Submission Closed07/17/2026, 11:00:00 PM UTC

Contract Overview

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

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General Info

Agency

California → Humboldt County Public Works

NAICS

541330 - Engineering Services

Place of Performance

Eureka, CA, 95501, USA

Set-Aside

NONE

Documents

RFP No. DPW2026-005: Rehabilitation of Maple Creek Bridge 04C0061

rfp

High

AI Contract Breakdown

Uniform Contract Format

Timeline

PhaseClosed

PostedJun 18

Solicitation

Response DeadlineJul 17

Deadline has passed

Submission Closed

07/17/2026, 11:00:00 PM UTC

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Organization & Contact Information

AgencyCalifornia → Humboldt County Public Works

Contacts1 person available

OfficeN/A

Organization / AgencyCalifornia → Humboldt County Public Works

Office AddressN/A

Contacts

Tony SeghettiDeputy Director

contact@example.gov

Full Description

Bid #DPW2026-005: The County of Humboldt Public Works is seeking an experienced and qualified consulting firm to provide professional services for the rehabilitation of Maple Creek Bridge No. 04C0061. The project, funded through the Federal Highways Administration Highway Bridge Program, requires design engineering, environmental analysis, and related professional support services. The scope primarily involves preliminary engineering (hydraulic, geotechnical, surveys), comprehensive environmental studies and permitting assistance, final bridge design with construction plans and specifications, detailed cost estimates, bid assistance, and construction support services, including staking and as-built drawings. The project also addresses existing structural issues like displaced steel rocker bearing assemblies and continuous slope movement affecting the bridge.