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Earthwork & Site Preparation

Active

State & Local

Response Deadline10/06/2026, 05:00:00 PM UTC

Contract Overview

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

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This subcontract for Earthwork and Site Preparation involves performing excavation, grading, and site preparation for prime contractors on Pennsylvania DOT infrastructure projects within Lehigh County. The scope of work includes executing site grading and erosion and sedimentation control in accordance with ES-1 and ESD-1 plans, as well as preparing bearing surfaces to a capacity of 10.5 ksf while adhering to project Geotechnical Reports. The ultimate objective is to deliver a graded and prepared site ready for foundation pour. The opportunity is listed under NAICS code 238910 and was posted on September 17, 2026, with a response deadline of October 6, 2026. This project is managed through the Pennsylvania agency in Lehigh County.

General Info

Earthwork and site preparation subcontract for PennDOT infrastructure projects in Lehigh County.

Agency

Pennsylvania → Lehigh CountyView Agency

NAICS

238910 - Site Preparation ContractorsView NAICS

Place of Performance

Lehigh County, PA, USA

Set-Aside

NONE

Documents

This scope was carved out of Project # 396325.005.

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

View the prime solicitation

Blacksmith Road Culvert Replacement

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Timeline

PostedSep 17

subcontract

Response DeadlineOct 6

Submission deadline

Response Deadline

10/06/2026, 05:00:00 PM UTCin 18 days

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Organization & Contact Information

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AgencyPennsylvania → Lehigh County

ContactsNo contacts available

OfficeN/A

Organization / Agency

Pennsylvania → Lehigh County

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Office AddressN/A

ContactsNo contact information available

Full Description

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Performs excavation, grading, and site preparation for prime contractors on PA DOT infrastructure projects. Executes site grading, erosion and sedimentation control per ES-1 and ESD-1 plans, and prepares bearing surfaces to a capacity of 10.5 ksf. Adheres to project Geotechnical Reports. Delivers a graded and prepared site ready for foundation pour.

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