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Earthwork, Grading & Soil Stabilization

Open

State & Local

Response Deadline12/08/2026, 10:00:00 AM EST

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, Grading and Soil Stabilization involves performing site preparation for prime contractors on infrastructure projects within the City of Hampton, Virginia. The scope of work includes clearing and grubbing, 1,200 cubic yards of regular excavation, and 50 cubic yards of undercut excavation for unsuitable materials. To ensure subgrade stabilization, the contractor is responsible for installing geotextile and specific aggregate materials, specifically Aggr. No. 57 and Aggr. Material No. 3, to deliver a fully stabilized and graded subgrade. The project falls under NAICS code 238910 and was posted on November 10, 2026. Interested parties must submit their responses by the deadline of December 8, 2026, at 3:00 PM. All work is to be performed within the City of Hampton.

General Info

Agency

Virginia → City of Hampton

NAICS

238910 - Site Preparation Contractors

Place of Performance

CITY OF HAMPTON, VA, USA

Set-Aside

NONE

Documents

This scope was carved out of IFB-131473.

The full solicitation package (4 documents), including the RFP, is on the prime solicitation, not on this scope.

View the prime solicitation

ITB 27-17/GS - HAMPTON ROADS CENTER PARKWAY BIKE AND PEDESTRIAN ACCESS

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Timeline

PostedNov 10

subcontract

Response DeadlineDec 8

Submission deadline

Response Deadline

12/08/2026, 10:00:00 AM ESTin 28 days

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Organization & Contact Information

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AgencyVirginia → City of Hampton

ContactsNo contacts available

OfficeN/A

Organization / AgencyVirginia → City of Hampton

Office AddressN/A

ContactsNo contact information available

Full Description

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Performs site preparation and soil stabilization for prime contractors on City of Hampton infrastructure projects. Executes clearing and grubbing, regular excavation (1,200 CY), undercut excavation of unsuitable material (50 CY), and installation of Aggr. No. 57, Aggr. Material No. 3, and geotextile for subgrade stabilization. Delivers a stabilized and graded subgrade.

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