This Government Contract opportunity from Department Of Defense was posted on May 3, 2012. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Y--Decompartmentalization and Sheetflow Enhancement of Water Conservation Area 3, Hydrologic Field Test, Miami-Dade County, Florida

Awarded

W912EP-12-C-0011Federal

Submission Closed05/03/2012, 12:00:00 PM UTC

Contract Overview

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

Active Opportunities Like This One

NAICS: 237990

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The Alta, Riverview, and Kings Canyon High Well Drilling Phase is a solicitation issued for the Kings Canyon Unified School District under project number 1000316-001C. The project involves well drilling operations across multiple locations, including Reedley, Parlier, Dinuba, and Fresno, California. This opportunity is categorized under NAICS code 237990 and is managed through Anthony J. Prieto Water Well Drilling, Inc. This solicitation is specifically set aside for small businesses, including SBA certified Veteran Owned, Service-Disabled Veteran Owned, Women-Owned, and HUBZone Small Businesses. The posting date is October 30, 2026, with a response deadline set for November 10, 2026. Interested parties may contact Jennah Castagna for further information regarding the submission process.

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Construction of The Recharge Master Plan Update (RMPU) Basin Improvements Project - Montclair Basin Improvements

Solicitation # construction-recharge-master-plan-update-rmpu-basin-improvements-project-montclair-basin-0

The Recharge Master Plan Update Basin Improvements Project, managed by Granite Construction Company, involves the construction of two drop inlet diversion structures within the 25-foot-wide concrete San Antonio Creek Channel in Montclair, California. The scope of work includes excavating 8 to 10 feet below the channel floor, installing steel debris grates, and fitting wall-mounted steel gates on the east sides of the structures. Additionally, the project requires the installation of 4-foot-diameter discharge pipelines leading to Montclair Basins 2 and 3, which will be covered by 3 feet of soil and terminate in concrete outlet structures designed for flow dissipation. A critical component of the project is the implementation of electrical, instrumentation, and SCADA integration to manage gate actuation. Programming for these systems is strictly limited to approved integrators, specifically Technical Systems, Inc. or E Technologies Group. This solicitation is categorized under NAICS code 237990 and includes a set-aside for Disadvantaged Business Enterprises. Interested parties must submit responses by November 5, 2026.

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DEADLINE

ARWA Carrizo System Expansion: Well Drilling

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The Alliance Regional Water Authority is seeking bids for the Carrizo System Expansion project focusing on well drilling services located in Rosanky, Texas. This solicitation, identified as ARWA IFB Number 2026-001, is managed by Hydro Resources - Mid Continent, Inc. and falls under NAICS code 237990. The opportunity is specifically set aside for Small Businesses and Disadvantaged Business Enterprises. Interested parties must submit their responses by the deadline of November 3, 2026. Primary coordination for this project is handled by Amy Majors, who serves as the point of contact for the procurement process.

Hydro Resources - Mid Continent, Inc.

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DEADLINE

Construction of The Recharge Master Plan Update (RMPU) Basin Improvements Project - Montclair Basin Improvements

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

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Site Compliance and Improvements - Patton Landing

Solicitation # site-compliance-improvements-patton-landing

The State of California Department of General Services is seeking proposals for the Site Compliance and Improvements project at Patton Landing, located in Carnelian Bay, Placer County. Identified by Project Number 13891 and Event ID 0000040533, this solicitation focuses on site compliance and infrastructure enhancements under NAICS code 237990. This opportunity is specifically set aside for SBA certified Service-Disabled Veteran Owned Small Businesses and Disadvantaged Business Enterprises. Interested parties must submit their responses by the deadline of November 10, 2026. Primary coordination for this project is managed through Nayvi Waite at Resource Development Company LLC.

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

This solicitation, issued by Griffith Company, concerns structural repair work at NCMT Berths 24-3 and 24-4 located in California. The scope of work involves the demolition and removal of existing concrete decks, pile caps, and appurtenances, followed by the construction of a new reinforced concrete deck. Additionally, the project requires the repair of existing piles, the installation of pile jackets, and the replacement of various waterfront elements, including bull rails, wale systems, fenders, and mooring hardware such as bollards. The opportunity is set aside for Small Businesses under NAICS code 237990. Interested parties must submit their responses by the deadline of November 4, 2026. For further inquiries, the primary point of contact is Savana Powell.

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ADVANCE NOTICE: Rail Modernization Program

Solicitation # WMATA-0000010871

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Small Business Multiple Award Task Order Contract (MATOC) for the Missouri River Bank Stabilization and Navigation Project (BSNP)

Solicitation # PANNWD26P0000030936

The U.S. Army Corps of Engineers, Kansas City District, is conducting market research for the Bank Stabilization and Navigation Program to identify qualified contractors capable of performing complex riverine construction work along the Missouri River, from River Mile 0 near St. Louis, Missouri, to River Mile 553 near Nebraska City, Nebraska. The work involves constructing, modifying, or repairing stone dikes, revetments, bank paving, revetment overlays, and excavation of notches, all of which must be executed using floating equipment due to the absence of land access. Operations require mobilization of barges to transport graded stone from quarries and placement via track-hoe from work barges, with equipment needing to operate in water depths of four feet or more. The Government plans to establish a Multiple-Award Indefinite-Delivery Indefinite-Quantity (IDIQ) Task Order Contract with a combined ceiling of $50 million, consisting of a three-year base period and a two-year optional ordering period. The North American Industry Classification System code is 237990, with a small business size standard of $45 million, and businesses of all sizes are encouraged to respond, though small, 8(a), HUBZone, service-disabled veteran-owned, and women-owned businesses are specifically encouraged to participate, as responses will inform potential set-asides. Respondents must submit a ten-page capability statement detailing their business size, UEI and CAGE codes, bonding capacity, experience with similar projects completed in the last five years, subcontracting arrangements, and joint venture structure, along with organizational contact information. All submissions must be provided electronically in Word or PDF format by the deadline of 12 p.m. CDT on June 1, 2026, to the designated contract specialist and contracting officer. This is a sources sought notice only, not a solicitation, and no funds are available for response preparation or reimbursement. Responses are voluntary, non-binding, and will be used solely for market research to shape future procurement decisions, with proprietary information protected from disclosure.

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POSTED

DEADLINE

Open Cut & Boring (Trenching)This subcontract opportunity with PM Construction & Rehab, LLC involves performing excavation and pipe installation for municipal sewer rehabilitation projects located in Shawnee, Oklahoma. The scope of work requires the use of open-cut trenching and trenchless methods, specifically horizontal directional drilling or boring, to facilitate pipe replacement and backfilling. The final deliverables include the successful installation of sewer piping and the full restoration of the ground surface. The project is designated as a small business set-aside, specifically open to SBA certified Women-Owned Small Businesses and SAM.gov designated Small Disadvantaged Businesses under NAICS code 237990. Interested parties must note the response deadline of November 2, 2026, for this specialized infrastructure project.

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Trenchless Crossing / HDD SpecialistThis subcontract opportunity, issued by Clackamas County in Oregon, seeks a Trenchless Crossing and HDD Specialist to install a new force main crossing under the Sandy River for Water Environment Services projects. The selected contractor will be responsible for executing the pipeline installation using Horizontal Directional Drilling and other trenchless methods, utilizing specialized boring equipment and guidance systems to ensure the project meets all design specifications for alignment and grade. The work will be performed in Oregon City, Oregon, under NAICS code 237990. Interested parties must submit their responses by the deadline of December 3, 2026. The primary deliverable for this engagement is the successful installation and delivery of the pipeline crossing.

Clackamas County

POSTED

about 16 hours ago

DEADLINE

in about 1 month

AI Contract Overview

The Decompartmentalization and Sheetflow Enhancement of Water Conservation Area 3 Hydrologic Field Test is a large-scale design project in Miami-Dade County, Florida, managed by the Department of Defense. The primary objective is to reduce scientific and water management uncertainties regarding canal backfilling, levee removal, and sheetflow magnitudes to support the broader CERP project. Key deliverables include the installation of Structure 152, consisting of ten controllable gated culverts to convey water from WCA 3A to WCA 3B, the construction of an accompanying walkway, and the creation of a 3,000-foot gap in the L-67C levee. The project involves specific backfill treatments within the L-67C Canal, with sections designated for full, partial, and no backfill. Due to the work being predominantly located in wetlands, the project carries high environmental sensitivity and may require the placement of materials in surface water. The contractor must complete the L-67C degrade and backfilling at least 30 days before finishing the L-67A structure. The total period of performance is 180 days from the Notice to Proceed.

General Info

Agency

Department Of Defense → W074 Endist Jacksnvlle

Contract Value

$1,912,122.15

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

FL, USA

Set-Aside

NONE

Awardee

LENO DREDGING & HAULING, INC.

Award Issued Date

05/02/2012, 12:00:00 AM UTC

Documents

No documents available

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Timeline

PhaseAwarded

PostedMay 3

Award Notice

AwardedMay 2

Contract was awarded

Submission Closed

05/03/2012, 12:00:00 PM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → W074 Endist Jacksnvlle

ContactsNo contacts available

OfficeJACKSONVILLE, FL, 32207-0019, USA

Organization / AgencyDepartment Of Defense → W074 Endist Jacksnvlle

Office AddressJACKSONVILLE, FL, 32207-0019, USA

ContactsNo contact information available

Full Description

The Decomp Physical Model (DPM), also known as the Decomp hydrologic field test, is a large field-scale design test that will address scientific, hydrologic, and water management uncertainties specific to the CERP project Decomp. The goal of the design test is to obtain information to reduce uncertainties involved in the planning of later phases of the Decomp Project and CERP overall. The fundamental uncertainties the design test will address are related to the effects associated with canal backfilling, effects associated with levee removal, and the magnitudes and directions of sheetflow necessary to restore and maintain the landscape characteristics of the Everglades. The design test will be extensively monitored and will adhere to operational constraints described in the Draft Operational Guidance in the April 2010 Final Decomp Physical Model Environmental Assessment & Design Test Documentation Report. The work for this contract includes installing a new water conveyance structure (Structure 152) on the L-67A levee to convey water from WCA 3A to WCA 3B. S-152 is ten controllable gated 60" diameter culverts with a combined minimum flow of 750 cubic feet per second (cfs). In addition, a 3000 ft gap will be created in the L-67C levee downstream of the S-152 structure. Material from the L-67C gap will be used to construct backfill treatments in the L-67C Canal. 1,000-feet of canal will be backfilled to grade, 1,000-feet will be partially backfilled, and the final 1,000-feet will have no backfill. An additional feature for the contract includes a walkway for the S-152 structure. Contractor shall complete L-67C degrade and backfilling a minimum of 30 calendar days prior to completion of L-67A (S-152). INSTALLATION OF THE STRUCTURE AND BACKFILL PLACEMENT HAS ENVIRONMENTAL SENSITIVITY AS THE WORK IS PREDOMINATELY IN WETLANDS. WORK MAY REQUIRE PLACEMENT OF MATERIALS IN SURFACE WATER. Access to the project site is from US 41 (Tamiami Trail) by S-333 along L-67A and L-67C levees. The period of performance is 180 days from Notice to Proceed. Work is located in Miami-Dade County, Florida.