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This Government Contract opportunity from Minnesota was posted on August 13, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Earthwork and Site Preparation

Closed
State & Local

Contract Overview

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This subcontract for Earthwork and Site Preparation supports City of Rochester Public Utilities water infrastructure projects. The selected provider will be responsible for excavation, subgrade preparation, and the placement of compacted fill for prime contractors. Key technical requirements include verifying material bearing capacity, extending excavations to the correct depth, and performing classification and testing of compacted fill in accordance with BIC standards. The primary objective is to deliver a prepared site and compacted subgrade that meets a design bearing pressure of 1500 PSF. This opportunity is categorized under NAICS code 238910, with a response deadline of September 11, 2026.

General Info

Earthwork subcontract for Rochester water projects; 1500 PSF bearing pressure; deadline September 11, 2026.

Agency

Minnesota → Rochester Public UtilitiesView Agency

NAICS

238910 - Site Preparation ContractorsView NAICS

Place of Performance

MN, USA

Set-Aside

NONE

Documents

This scope was carved out of 2026-07.

The full solicitation package (9 documents), including the RFP, is on the prime solicitation, not on this scope.

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Kalmar Booster Station #08

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Timeline

PhaseClosed
Posted

subcontract

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyMinnesota → Rochester Public Utilities
ContactsNo contacts available
OfficeN/A
Organization / Agency
Minnesota → Rochester Public Utilities
View Agency Profile
Office AddressN/A
ContactsNo contact information available

Full Description

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Performs excavation, subgrade preparation, and placement of compacted fill for prime contractors on City of Rochester Public Utilities (RPU) water infrastructure projects. Verifies material bearing capacity, extends excavations to proper depth, and performs classification and testing of compacted fill per BIC standards. Delivers a prepared site and compacted subgrade meeting 1500 PSF design bearing pressure.

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Keith Deutsch
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