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Grading and Earthwork

Active

State & Local

Response Deadline10/02/2026, 03:00:59 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 grading and earthwork involves the construction of a turn lane on S.R. 61 in Anderson for the Tennessee Department of Transportation. The scope of work includes excavating and grading a 0.117-mile stretch, with a specific focus on managing Mascot Dolomite bedrock and mitigating sinkhole risks. To ensure structural integrity, the contractor must maintain a maximum fill and cut slope ratio of 2:1 and achieve a California Bearing Ratio value of 4.0. The project requires the use of heavy excavation equipment and continuous geotechnical monitoring to deliver a fully graded and stabilized roadbed. This effort falls under NAICS code 238910 and is scheduled for a response deadline of October 2, 2026.

General Info

Grading and earthwork for S.R. 61 turn lane construction in Anderson, Tennessee.

Agency

Tennessee Department of TransportationView Agency

NAICS

238910 - Site Preparation ContractorsView NAICS

Place of Performance

Anderson, TN, USA

Set-Aside

NONE

Documents

This scope was carved out of CN261076.

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

View the prime solicitation

Call 001 CN261076

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Timeline

PostedOct 2

subcontract

Response DeadlineOct 2

Submission deadline

Response Deadline

10/02/2026, 03:00:59 PM UTCin 17 days

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Organization & Contact Information

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AgencyTennessee Department of Transportation

ContactsNo contacts available

OfficeN/A

Organization / Agency

Tennessee Department of Transportation

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Office AddressN/A

ContactsNo contact information available

Full Description

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Performs grading and excavation for prime contractors on Tennessee Department of Transportation (TDOT) road projects, here a turn lane on S.R. 61. Excavates and grades a 0.117-mile stretch, managing Mascot Dolomite bedrock and sinkhole risks. Maintains a maximum fill/cut slope ratio of 2:1 and achieves a CBR value of 4.0. Requires heavy excavation equipment and geotechnical monitoring. Delivers a graded and stabilized roadbed.

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