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This Government Contract opportunity was posted on August 8, 2011. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Z--Two Foot Raise, Phase II, Flood Risk Management Project, Mad Creek, Mississippi River, Muscatine, IA

Awarded
W912EK-11-B-0010Federal

Contract Overview

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

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NAICS: 237990
New
International
2383 Emerson Street - Modular Pump Track - Design-Build Services
Solicitation # RFP 1220-2026-4364
The City of Abbotsford has issued Request for Proposals RFP 1220-2026-4364 for design-build services to create a complete, safe, durable, and fully operational modular pump track facility at 2383 Emerson Street. The project follows a stipulated price contract based on the CCDC 14-2013 Design-Build Agreement. The selected Design-Builder will be responsible for all professional design and engineering services, including the preparation of sealed plans, as well as the provision of all labor, materials, modular pump track units, and site furnishings. Additionally, the contractor must obtain all necessary permits, licenses, and certificates of inspection required by federal, provincial, and local authorities. A mandatory site visit is scheduled for November 9, 2026, at 10:00 AM local time, and attendance is required for proposal submission. The deadline for responses is November 24, 2026, at 10:00 PM. Project acceptance is contingent upon the Consultant and Owner's satisfaction regarding the rectification of deficient work, completion of landscaping and clean-up, and the facility reaching full operational readiness. Payments will be processed via progress payment approvals issued by the City Representative. All work must adhere to the rules and customs of best trade practice and meet the requirements of all governing jurisdictions.
City of Abbotsford

POSTED

about 22 hours ago

DEADLINE

in 24 days

AI Contract Overview

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The Two Foot Raise, Phase II, Flood Risk Management Project is a construction effort located at Mad Creek along the Mississippi River in Muscatine, Iowa. This project focuses on enhancing flood protection through a wide range of civil engineering tasks, including the demolition of existing steel closure structures, concrete floodwalls, and storage buildings, as well as extensive site preparation involving tree removal, clearing, grubbing, and silt removal from the bridge bay. Key technical components of the work include the installation of steel sheet and H-piling, the construction of a compacted clay levee, and the creation of architecturally textured and colored concrete floodwalls with continuous buttress bases. The scope further encompasses the raising of existing gatewells and steel gate apparatuses, the installation of steel swing and roller gates across railroad and pavement areas, and the completion of infrastructure improvements such as concrete and asphalt paving, sidewalks, and necessary traffic control and railroad flagging services.

General Info

Agency

N/A

Contract Value

$2,520,394.86

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

IA, USA

Set-Aside

NONE

Award Issued Date

Documents

0

No documents available

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Timeline

3 updates
PhaseAwarded
Posted

Presolicitation

Notice updated

The notice description changed.

Notice updated

Notice details unchanged. Attachments may have changed.

Notice updated

Notice details unchanged. Attachments may have changed.

Type Changed

Presolicitation → Solicitation

Awarded

Contract was awarded

Submission Closed

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Organization & Contact Information

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AgencyN/A
ContactsNo contacts available
OfficeN/A
Organization / Agency
N/A
Office AddressN/A
ContactsNo contact information available

Full Description

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The work includes, but is not limited to, minor demolition; demolition of existing steel closure structure, concrete floodwalls, and steel panel storage building; tree removal; clearing and grubbing; protection of existing facilities; silt removal from bridge bay; excavation; site grading; erosion control; raising existing gatewells, including steel gate apparatuses; steel sheet piling and H-piling; compacted clay levee; continuous concrete buttress base; foundation drainage; architecturally textured and colored concrete floodwalls and caps; steel swing and roller gates across pavement and railroad; railroad flagger; compacted granular base; concrete pavement and sidewalks; hot-mix asphalt pavement; pavement striping; traffic control; topsoil; and seeding

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