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Earthworks, Excavation & Grading

Active

International

Response Deadline10/19/2026, 04:00:00 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 Earthworks, Excavation and Grading involves providing bulk excavation, grading, and hauling services for road reconstruction projects within the Region of Peel. The selected contractor will be responsible for excavating roadways to grade, managing the disposal of unsuitable materials off-site, and the supply, placement, and compaction of suitable materials. A critical technical requirement of the contract is achieving a minimum of 98 percent Standard Proctor Density for all cut and fill sections. The ultimate objective is to deliver a fully graded and compacted roadbed that is prepared for the installation of the granular base. The response deadline for this opportunity is October 19, 2026.

General Info

Earthworks subcontract for Region of Peel road reconstruction; deadline October 19, 2026.

Agency

Region of PeelView Agency

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

CAN

Set-Aside

NONE

Documents

This scope was carved out of 2026-146T.

The full solicitation package (5 documents), including the RFP, is on the prime solicitation, not on this scope.

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MISSISSAUGA ROAD & BUSH STREET RECONSTRUCTION & IMPROVEMENTS, PROJECT 14-4065

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Timeline

PostedSep 22

subcontract

Response DeadlineOct 19

Submission deadline

Response Deadline

10/19/2026, 04:00:00 PM UTCin 26 days

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Organization & Contact Information

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AgencyRegion of Peel

ContactsNo contacts available

OfficeN/A

Organization / Agency

Region of Peel

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Office AddressN/A

ContactsNo contact information available

Full Description

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Performs bulk excavation, grading, and hauling for prime contractors on Regional Municipality of Peel road reconstruction projects. Excavates roadway to grade, supplies, places, and compacts suitable material, and disposes of unsuitable material off-site. Must achieve minimum 98% Standard Proctor Density for cut and fill sections. Delivers a graded and compacted roadbed ready for granular base.

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