This Government Contract opportunity from Department Of Defense was posted on September 27, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Central Everglades Planning Project (CEPP) Contract 11B, Everglades Agricultural Area (EAA) A-2 Reservoir Embankment and Structures, Palm Beach County, FL.

Awarded

W912EP24C0018Federal

Submission Closed09/27/2024, 12:00:00 AM 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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Anthony J. Prieto Water Well Drilling, Inc.

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Hydro Resources - Mid Continent, Inc.

POSTED

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Empire Equipment Service, Inc.

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Solicitation # site-compliance-improvements-patton-landing

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DEADLINE

Design and Construction of Levee Access Manholes for Fairfax-Jersey Creek Levee Unit (Kansas City, Kansas)

Solicitation # W912DQ26RA065

The U.S. Army Corps of Engineers, Kansas City District, is soliciting design-build construction services for the installation of access manholes at the Fairfax-Jersey Creek Levee Unit on the Missouri River in Kansas City, Kansas. The project scope involves designing and constructing manholes, with estimated depths between 10 and 25 feet, to facilitate the video inspection of approximately 27,000 feet of existing perforated corrugated metal seepage collector pipe. To maintain levee integrity, the government strictly prohibits invasive mass excavation methods such as trenching, requiring the use of minimally invasive excavation techniques. Key deliverables include a Drilling and Invasive Program Plan approved by a licensed professional engineer or geologist, temporary flood protection plans, and final as-built drawings. This is a firm-fixed-price contract with an estimated magnitude between $1,000,000 and $5,000,000, though the total award amount shall not exceed $3,400,000. The acquisition is categorized under NAICS code 237990 with a small business size standard of $45 million. The selection process is conducted in two phases; Phase 1 focuses on qualifications and technical approach without pricing, from which up to three qualified offerors will be selected for Phase 2. Evaluation factors include design concepts, performance confidence, technical approach and qualifications, and small business participation, with non-price factors being significantly more important than price. Proposals must be submitted via the PIEE Solicitation Portal and adhere to strict documentation requirements, including the use of specific government templates for vendor information, experience, and technical qualifications.

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POSTED

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PASS-A-GRILLE-PASS, MAINTENANCE DREDGING, PINELLAS COUNTY, FLORIDA

Solicitation # GROUP1-27-R-J001

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W074 Endist Jacksnvlle

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Two Phase Design and Construction of the Port Monmouth Phase II, Contract 1 Mitigation Project

Solicitation # W912DS26RA032

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Solicitation # 117346

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POSTED

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Trenching and Earthwork ServicesThis subcontract for Trenching and Earthwork Services involves performing open-cut trenching, backfilling, and compaction for prime contractors on City of Ukiah Department of Electric Utility projects. The scope of work includes excavating and installing conduits at riser poles and vaults, specifically requiring the installation of six B48 vaults and one Ukiah 575 vault using excavators and compaction equipment. The final deliverables consist of 142 linear feet of trenched conduit and seven installed vaults. To be eligible for this project, contractors must possess a CA Class A Contractor's License and maintain DIR Registration. The work will be performed in Ukiah, California, with a response deadline set for December 1, 2026.

City of Ukiah

POSTED

about 18 hours ago

DEADLINE

in about 1 month

AI Contract Overview

The U.S. Army Corps of Engineers, Jacksonville District, has awarded contract W912EP24C0018 for the Central Everglades Planning Project Contract 11B in Palm Beach County, Florida. This project focuses on the construction of the Everglades Agricultural Area A-2 Reservoir Embankment and Structures, featuring a 17.75-mile-long D-623 embankment dam. The scope of work involves extensive earthworks, including clearing, grubbing, blasting, and the processing of millions of cubic yards of material to reach heights between 34 and 38 feet above average natural grade. Key infrastructure includes four gated outlet-work structures, one un-gated overflow spillway, and one gated inline-spillway. The contractor is responsible for rock foundation preparation, seepage cutoff wall installation for approximately two miles of the foundation, and the construction of one mile of parallel open channels and a maintenance road. Additionally, the project requires comprehensive surface and subsurface water management to ensure construction is conducted in dry conditions according to specifications.

General Info

Agency

Department Of Defense → W074 Endist Jacksnvlle

Contract Value

$2,579,933,143.8

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

Palm Beach, FL, USA

Set-Aside

NONE

Awardee

THALLE CONSTRUCTION CO INC

Award Issued Date

09/27/2024, 12:00:00 AM UTC

Documents

No documents available

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Timeline

PhaseAwarded

PostedSep 27

Award Notice

AwardedSep 27

Contract was awarded

Submission Closed

09/27/2024, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → W074 Endist Jacksnvlle

Contacts2 people available

OfficeJACKSONVILLE, FL, 32207-0019, USA

Organization / AgencyDepartment Of Defense → W074 Endist Jacksnvlle

Office AddressJACKSONVILLE, FL, 32207-0019, USA

Contacts

Martha Sequeira

contact@example.gov

+1 (555) 000-0000

Griselle GONZALEZAQUINO

contact@example.gov

+1 (555) 000-0000

Full Description

The U.S. Army Corps of Engineers, Jacksonville District, has awarded contract W912EP24C0018 for Central Everglades Planning Project (CEPP) Contract 11B, Everglades Agricultural Area (EAA) A-2 Reservoir Embankment and Structures, located in Palm Beach County, FL. The work includes the following features: Clearing, grubbing, de-mucking/removal of overburden, blasting, excavation, and processing of several million cubic yards of earthen material for the construction of a 17.75 miles-long D-623 embankment dam. Embankment height will be 38.0 ft above average natural grade in the north, east, and west: and 34.0 ft above average natural grade in the south. Work will also include construction of four multi-barrel, gated outlet-work structures (S-624, S-625, S-626, and S-628), one un-gated overflow spillway section (S-627), as well as one multi-bay, gated inline-spillway (S-629).In addition, the work will include rock foundation preparation, installation of a seepage cutoff wall, canal filling, and all incidental related work to prepare approximately 2 miles of foundation for the 17.75 miles-long D-623 embankment dam. Rock foundation preparation and cutoff wall installation for the remaining 15.75 miles will be completed by others prior to this contracts conclusion. The approximate toe to toe width of the foundation is 260 feet in the north, east, and west; and 235 feet in the south. Lastly, the work will include construction of approximately one mile of parallel open channels (canals) as well as a maintenance road with benches between the canals. The northern most canal (C-636 seepage canal) will have a bottom width of 10 feet, 2.5H:1V side slopes, and a depth of 16.5 feet below average natural ground surface. The southernmost canal (C-623 Inflow/Outflow canal) will have a bottom width of 55 feet, 2.5H:1V side slopes, and a depth of 16.5 feet below average natural ground surface. The maintenance road and benches will separate C-623 and C-636 by approximately 65 feet and will have a minimum crest width of 14 feet 4.5 feet above average natural ground surface. Surface and subsurface water management will be required to control surface and groundwater levels and conduct work in the dry at various locations within the construction limits in accordance with applicable contract specifications.