This Government Contract opportunity from Department Of Defense was posted on September 21, 2010. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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RECOVERY--Z--107072 GRAHAM BURKE PUMPING STATION TRASHRACK AND SILL REPLACEMENT

Awarded

W912EQ-10-C-0043Federal

Submission Closed09/20/2010, 12:00:00 PM UTC

Contract Overview

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

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NAICS: 237990

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Solicitation # construction-recharge-master-plan-update-rmpu-basin-improvements-project-montclair-basin

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Resource Development Company LLC

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Solicitation # structural-repair-ncmt-berths-24-3-24-4-ca

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ADVANCE NOTICE: Rail Modernization Program

Solicitation # WMATA-0000010871

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Solicitation # 2026-008

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Solicitation # 22-2026

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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.

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Utility Adjustment ServicesThis subcontract for Utility Adjustment Services involves performing critical infrastructure modifications for prime contractors working on City of San Antonio street rehabilitation projects. The scope of work focuses on raising, lowering, and resetting manholes, valve boxes, and meter boxes to ensure they are flush-mounted and properly aligned with new street or sidewalk elevations. The selected provider will be responsible for coordinating directly with local utility providers to deliver precise adjustments. The opportunity is categorized under NAICS code 237990 and is associated with the City of San Antonio in Texas. Interested parties must submit their responses by the deadline of December 8, 2026. Further details regarding the solicitation can be accessed through the Texas SmartBuy portal.

CITY OF SAN ANTONIO

POSTED

2 days ago

DEADLINE

in about 1 month

AI Contract Overview

The Graham Burke Pumping Station Trashrack and Sill Replacement project, solicitation W912EQ-10-C-0043, involves comprehensive infrastructure upgrades managed by the Department of Defense Endist Memphis. The scope of work includes the installation of a new trashrack, which requires driving piles, excavating riprap, constructing a walkway, and modifying existing handrailing. Technical requirements include installing anchored stainless steel plates with epoxy grouting in inlet bays, constructing a temporary steel sheetpiling wall, and implementing deep dewatering wells to clear soil sediment from the inlet channel area. Additional mechanical and maintenance tasks involve replacing piping and check valves in specific manholes, installing curved bill check valves in the pump bays, and providing video documentation of the foundation drain system. The contractor is responsible for repairing rust holes in existing steel sheet piling, sandblasting and painting all piling, and ensuring full environmental protection throughout the process. Upon completion, the temporary sheet piling wall must be removed and the riprap replaced.

General Info

Agency

Department Of Defense → W07V Endist Memphis

Contract Value

$1,451,379.45

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

TN, USA

Set-Aside

NONE

Awardee

CHANCELLOR & SON INC

Award Issued Date

09/22/2010, 12:00:00 AM UTC

Documents

No documents available

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Timeline

PhaseAwarded

PostedSep 21

Award Notice

AwardedSep 22

Contract was awarded

Submission Closed

09/20/2010, 12:00:00 PM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → W07V Endist Memphis

ContactsNo contacts available

OfficeMEMPHIS, TN, 38103-1894, USA

Organization / AgencyDepartment Of Defense → W07V Endist Memphis

Office AddressMEMPHIS, TN, 38103-1894, USA

ContactsNo contact information available

Full Description

The project consists of furnishing all plant, labor and materials for installation of a new trashrack, to include excavation of existing riprap to drive piles, constructing a walkway along the trashrack and modifying existing handrailing at the top of the sheet piling walls. Also, the work includes installing anchored stainless steel plates and epoxy grouting in place in the inlet bays. Furthermore, a temporary steel sheetpiling wall will be constructed across the channel, deep dewatering wells will be installed outside the inlet channel area on top bank and the inlet area of the pumping station will be unwatered/dewatered. The work includes removal of soil sediment that covers the riprap in the inlet channel area between the pump station inlet at the west end to the proposed steel sheet pile wall at the east end and from top bank on the north side to top bank on the south side. Also, the work includes developing video documentation of the foundation drain system with permanent video recordings on DVDs, replacing the piping and check valves in manholes #1 and #3, and replacing the two flap gates in the northern and southern pump bays with curved bill check valves. After construction the sheet piling wall is to be removed and riprap will be replaced. Furthermore, rust holes in the existing steel sheet piling will be repaired and all the existing piling shall be sandblasted and painted. Also, the work includes providing environmental protection.

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RECOVERY--Z--107072 GRAHAM BURKE PUMPING STATION TRASHRACK AND SILL REPLACEMENT

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