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This Government Contract opportunity was posted on June 6, 2011. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Fred Barcinas EWP Slope Reconstruction Project

Awarded
AG-9251-S-11-0004Federal

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

1 day ago

DEADLINE

in 24 days

AI Contract Overview

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The Fred Barcina EWP Slope Reconstruction Project in Merizo, Guam, involves extensive earthwork and structural stabilization. The scope of work includes the removal of 1,150 cubic yards of slipped material and vegetation, followed by the installation of a 296 cubic yard gabion retaining wall. This structure will be supported by 853 cubic yards of coarse drainfill and crushed coral backfill, with 3,990 square feet of the backfill reinforced by a welded rebar mat. For safety and environmental protection, the project requires the installation of 63 linear feet of chain link fencing and a temporary silt fence to manage sediment runoff. This project is designated as a small business set-aside under NAICS code 237990. The contract performance period is set for 60 days following the notice to proceed. Administrative oversight is managed by Contracting Officer Stephen D. Case and State Conservation Engineer Jeffrey C. Wheaton, with all official plans and specifications made available through FedBizOpps.

General Info

Agency

N/A

Contract Value

$179,540

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

USA

Set-Aside

NONE

Award Issued Date

Documents

0

No documents available

Documents will appear here when they are available.

AI Contract Breakdown

Uniform Contract Format

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Timeline

3 updates
PhaseAwarded
Posted

Presolicitation

Notice updated

The notice title changed. The notice description changed.

Notice updated

The notice title changed. The notice description changed. The point of contact changed.

Notice updated

The notice description changed.

Type Changed

Presolicitation → Solicitation

Awarded

Contract was awarded

Submission Closed

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Organization & Contact Information

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AgencyN/A
Contacts2 people available
OfficeN/A
Organization / Agency
N/A
Office AddressN/A
Contacts
Stephen D. CaseContracting Officer
Jeffrey C. WheatonState Conservation Engineer

Full Description

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Presolicitation Fred Barcina's EWP Project (1) Description of Work: The project involves removal of 1,150 cubic yards of slipped material including vegetation and organic matter, and foundation excavation to sound material. A 296 cubic yard gabion retaining wall will be installed. 853 cubic yards of coarse drainfill and crushed coral backfill will be placed behind the gabion retaining wall. A portion of this backfill will be reinforced with a welded rebar reinforcement mat, 3,990 square feet. A chain link fence; 63 linear feet, will be installed near the top of the gabion wall for safety and to catch debris. A temporary silt fence will be installed to intercept sediment laden runoff from the construction site. (2) Location of Work: Merizo, Guam (3) Tentative Dates: a. Issuing invitations (solicitation) March 3, 2011 b. Bid Opening April 4, 2011 c. Contract Performance (60 days after notice to proceed) (4) Plans Availability: Plans and Specifications and all necessary information will be posted to FedBizOpps. (5) Tentative Bid Due Date: April 4, 2011 15:00pm Honolulu State Office (HST) (6) Business Restrictions: Award is a small business set-aside. (7) Publicized: Information will be posted to FedBizOpps See (3).

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