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Earthwork, Grading, and Fill

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State & Local

Contract Overview

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

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This subcontract for Earthwork, Grading, and Fill involves providing site grading and imported fill services for prime contractors on Caltrans District 11 highway projects. The scope of work specifically includes executing grading for the SR 186 realignment and the importation and compaction of structural fill to elevate new bridge abutments on both sides of the canal, all in accordance with Caltrans Standard Specifications. The project is located in the San Diego area within zip code 92283 and falls under NAICS code 238910. The primary objective is to deliver a fully graded site and stabilized abutment embankments to support the overall infrastructure goals of the California Department of Transportation.

General Info

Subcontract for site grading and structural fill for Caltrans SR 186 highway projects.

Agency

California → Caltrans, District 11 - San Diego

NAICS

238910 - Site Preparation Contractors

Place of Performance

CA, 92283

Set-Aside

NONE

Documents

This scope was carved out of 11- 43108 / 11- 2000- 0096.

The full solicitation package (2 documents), including the RFP, is on the prime solicitation, not on this scope.

View the prime solicitation

SR-186 All-American Canal Bridge Project

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Timeline

PostedSep 22

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Organization & Contact Information

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AgencyCalifornia → Caltrans, District 11 - San Diego

ContactsNo contacts available

OfficeN/A

Organization / Agency

California → Caltrans, District 11 - San Diego

Office AddressN/A

ContactsNo contact information available

Full Description

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Performs site grading and imported fill services for prime contractors on Caltrans District 11 highway projects. Executes grading for the SR 186 realignment and imports and compacts structural fill to elevate new bridge abutments on both sides of the canal per Caltrans Standard Specifications. Delivers a graded site and stabilized abutment embankments.

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