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Excavation and Slide Material Hauling

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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 with Caltrans District 3 involves the excavation of failed roadway materials and the hauling of slide debris to approved disposal sites on SR 70 in Butte County. The contractor is responsible for loading and hauling slide material and backfilling areas to stabilize the roadway using heavy excavators, loaders, and dump trucks. The primary objective is to deliver a cleared site and a stabilized subgrade while strictly adhering to NEPA and CEQA environmental guidelines. This project falls under NAICS code 484220 and is managed by the California agency in the Marysville/Sacramento region.

General Info

Caltrans District 3 subcontract for roadway excavation, debris hauling, and stabilization on SR 70.

Agency

California → Caltrans, District 3 - Marysville/Sacramento

NAICS

484220 - Specialized Freight (except Used Goods) Trucking, Local

Place of Performance

CA

Set-Aside

NONE

Documents

This scope was carved out of 03-1N550.

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

View the prime solicitation

BUT 70 Viaduct DO

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Timeline

PostedJun 18

subcontract

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Organization & Contact Information

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AgencyCalifornia → Caltrans, District 3 - Marysville/Sacramento

ContactsNo contacts available

OfficeN/A

Organization / Agency

California → Caltrans, District 3 - Marysville/Sacramento

Office AddressN/A

ContactsNo contact information available

Full Description

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Performs excavation of failed roadway materials and hauls slide debris to approved disposal sites for prime contractors on Caltrans District 3 projects, here on SR 70 in Butte County. Loads and hauls slide material and backfills areas to stabilize the roadway using heavy excavators, dump trucks, and loaders. Adheres to NEPA/CEQA environmental guidelines. Delivers a cleared site and stabilized subgrade.

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