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Earthwork & Grading

Active

State & Local

Response Deadline12/14/2026, 11:00:00 PM UTC

Contract Overview

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

AI Contract Overview

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This subcontract for Earthwork and Grading involves providing excavation, fill, and compaction services for prime contractors working on park development projects under the City of Menifee Engineering Department. The scope of work requires excavating to specified depths, placing fill material in horizontal layers with a maximum loose depth of six inches, and compacting the fill to ensure it matches the density of the adjacent original ground to deliver a graded subgrade that meets all project elevations. Managed by the Finance Department of the City of Menifee in California, this opportunity falls under NAICS code 237310. The solicitation was posted on November 2, 2026, with a response deadline set for December 14, 2026.

General Info

Agency

California → Finance Department of City of Menifee

NAICS

237310 - Highway, Street, and Bridge Construction

Place of Performance

CA, USA

Set-Aside

NONE

Documents

This scope was carved out of NIB 2027-02.

The full solicitation package (5 documents), including the RFP, is on the prime solicitation, not on this scope.

View the prime solicitation

Sun City Park Development (CIP 24-11)

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Timeline

PostedNov 2

subcontract

Response DeadlineDec 14

Submission deadline

Response Deadline

12/14/2026, 11:00:00 PM UTCin about 1 month

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Organization & Contact Information

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AgencyCalifornia → Finance Department of City of Menifee

ContactsNo contacts available

OfficeN/A

Organization / AgencyCalifornia → Finance Department of City of Menifee

Office AddressN/A

ContactsNo contact information available

Full Description

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Performs excavation, fill, and compaction for prime contractors on City of Menifee Engineering Department park development projects. Excavates to required depths, places fill material in horizontal layers with a maximum 6" loose depth, and compacts fill to match adjacent original ground density. Delivers a graded subgrade meeting project elevations.

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