This Government Contract opportunity from Department Of Defense was posted on May 12, 2015. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Z--Joint Federal Project Phase V- American River Right Bank Stabilization

Awarded

W9123815R0029Federal

Submission Closed05/12/2015, 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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ALTA, RIVERVIEW, AND KINGS CANYON HIGH WELL DRILLING PHASE

Solicitation # alta-riverview-kings-canyon-high-well-drilling-phase

The Alta, Riverview, and Kings Canyon High Well Drilling Phase is a solicitation issued by the Kings Canyon Unified School District under project number 1000316-001C. This project involves well drilling operations across multiple locations in California, specifically within Reedley, Parlier, Dinuba, and Fresno. The solicitation is categorized under NAICS code 237990 and is managed through Anthony J. Prieto Water Well Drilling, Inc. This opportunity is designated as a set-aside for various small business categories, including SBA certified Veteran Owned, Service-Disabled Veteran Owned, Women-Owned, and HUBZone Small Businesses. Interested parties must submit their responses by the deadline of November 10, 2026. Primary coordination for this contract is handled by Jennah Castagna.

Anthony J. Prieto Water Well Drilling, 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-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. To facilitate water flow, 4-foot-diameter discharge pipelines will be installed to route water to Montclair Basins 2 and 3, featuring concrete outlet structures for flow dissipation and soil cover over access roads and basin slopes. The project requires full electrical, instrumentation, and SCADA integration to operate the gates, with programming limited to approved integrators Technical Systems, Inc. or E Technologies Group. This solicitation is categorized under NAICS code 237990 and includes a Disadvantaged Business Enterprise set-aside. Interested parties must respond by November 5, 2026.

Granite Construction Company

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DEADLINE

ARWA Carrizo System Expansion: Well Drilling

Solicitation # arwa-carrizo-system-expansion-well-drilling

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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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Empire Equipment Service, Inc.

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DEADLINE

Site Compliance and Improvements - Patton Landing

Solicitation # site-compliance-improvements-patton-landing

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POSTED

DEADLINE

Structural Repair at NCMT Berths 24-3 and 24-4, CA

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 designated as a Small Business set-aside 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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DEADLINE

CP1248808-Lake LaVerne-Improvements-Bridge and Amphitheater

Solicitation # 49337

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DEADLINE

ADVANCE NOTICE: Rail Modernization Program

Solicitation # WMATA-0000010871

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POSTED

DEADLINE

Emergency Slope Repair and Mitigation ContractorThis subcontract opportunity is for an Emergency Slope Repair and Mitigation Contractor to support prime contractors on emergency storm damage projects for the County of San Luis Obispo. The selected contractor will be responsible for constructing retaining walls, installing rockfall netting and barriers, performing slope grading, and implementing debris flow mitigation measures. The scope of work requires the use of earthmoving equipment and specialized rockfall mitigation systems, including mesh and anchors, to deliver stabilized slopes and secure retaining structures. The project is located in San Luis Obispo, California, under NAICS code 237990. Interested parties must submit their responses by the deadline of November 18, 2026. This engagement focuses on critical infrastructure recovery and hazard mitigation to address storm-related damage within the county.

County of San Luis Obispo

POSTED

DEADLINE

Civil & Structural ConstructionThis subcontract for Civil and Structural Construction involves the development of physical structures for wastewater treatment plant projects for the City of Jal in New Mexico. The scope of work focuses on the construction of the Process Building, Headworks Building, and Operations Building, as well as the delivery of structural treatment basins. These tasks will be executed using structural steel and concrete forming. The project is categorized under NAICS code 237990. Interested parties must submit their responses by the deadline of November 13, 2026. This opportunity is designed for firms capable of performing specialized industrial construction as a subcontractor to prime contractors.

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DEADLINE

Golf Club Green And Tee Box Renovation

Solicitation # 6209

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Santa Barbara Golf Club

POSTED

DEADLINE

Henry H. Bradby Park Phase 1

Solicitation # 2027-7110-114

Solicitation 2027-7110-114 is an Invitation for Bid issued by the Isle of Wight County Parks and Recreation department for the Phase 1 construction of Henry H. Bradby Park in Smithfield, Virginia. The project involves the development of approximately 6.63 acres of a 51.67-acre county-owned parcel, with the remaining land designated as undisturbed open space. The scope of work includes initial site preparation, clearing, demolition, grading, and the installation of civil infrastructure such as drainage and stormwater management facilities. Key public amenities to be constructed include a gravel parking lot, playground, picnic shelter, basketball court, walking trails, site furnishings, and landscaping. All work must be substantially complete within 300 days of the notice to proceed, with final completion due 45 days thereafter. The project is funded through the National Park Service Land and Water Conservation Fund, making it subject to strict federal oversight, including Build America, Buy America Act material sourcing restrictions and compliance with various federal and state civil rights and disability acts. Bidders must provide a bid bond equal to five percent of the total bid value for projects exceeding 500,000 dollars. Award will be granted to the lowest responsive and responsible bidder, with evaluation factors including quality, qualifications, and conformity to specifications. Technical compliance is required under the 2018 Virginia Statewide Building Code, VDOT Road and Bridge Standards, and the Virginia Stormwater Management Handbook. Bids must be submitted via the designated Procurement Portal by November 16, 2026, at 3:00 pm.

Parks & Recreation

POSTED

about 9 hours ago

DEADLINE

in 17 days

AI Contract Overview

The Joint Federal Project Phase V for the American River Right Bank Stabilization, managed by the Department of Defense and the Endist Sacramento office, focuses on stabilizing the slope between elevations 125 and 160 feet to ensure safety during auxiliary spillway operations. The primary scope of work involves reinforcing lower bank slopes using 32-foot post-tensioned rock bolts installed in a 20-foot by 20-foot diamond pattern, following USACE Engineer Manual standards. Additionally, the project may require the application of dental concrete to fill reentrant joint cavities near Station 14+90 to prevent large rock blocks from becoming dislodged. Execution of this project presents significant logistical challenges due to the steep topography of the right bank and difficult site accessibility. Contractors must manage a temporary access ramp with grades reaching up to 30 percent and utilize limited access drilling capabilities to install bolts while suspended alongside vertical slopes. This specialized approach is necessary to secure the stability of the river bank under demanding environmental and physical conditions.

General Info

Agency

Department Of Defense → W075 Endist Sacramento

Contract Value

$1,753,072.49

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

CA, USA

Set-Aside

NONE

Awardee

NEWLAND ENTITIES, INC.

Award Issued Date

05/12/2015, 12:00:00 AM UTC

Documents

No documents available

Documents will appear here when they are available.

AI Contract Breakdown

Uniform Contract Format

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Timeline

1 update

PhaseAwarded

PostedFeb 2

Presolicitation

Notice updatedMar 11

Response deadline changed from Feb 17, 2015 to Apr 14, 2015. The notice description changed.

Type ChangedApr 10

Presolicitation → Solicitation

AwardedMay 12

Contract was awarded

Submission Closed

05/12/2015, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → W075 Endist Sacramento

ContactsNo contacts available

OfficeSACRAMENTO, CA, 95814-2922, USA

Organization / AgencyDepartment Of Defense → W075 Endist Sacramento

Office AddressSACRAMENTO, CA, 95814-2922, USA

ContactsNo contact information available

Full Description

The primary objective of this project is to ensure the increment of the slope between about elevations 125 feet and 160 feet (NAVD 88) remains stable during future operations of the auxiliary spillway. To achieve this, the lower bank slopes below about elevation 160 will be reinforced with 32' long, post tensioned, rock bolts based on U.S. Army Corps of Engineers (USACE) Engineer Manual (EM) 1110-1-2907. Bolts will generally be installed on a 20-foot by 20-foot diamond pattern; however, additional bolts may be installed at up to ten (10) locations at the direction of the Government. In addition to the installation of rock bolts as described above, it is anticipated that some dental concrete may be required to fill reentrant joint cavities to prevent the potential dislodging of several large rock blocks in the vicinity of Sta. 14+90. Site accessibility and the steep topography of the American River right bank site are a challenge to the planning, design and construction of the right bank stabilization effort. The access ramp or temporary access route to the midslope work area will be steep with a grade as much as 30%. Rock bolts will be installed on the lower vertical slopes and as such will require limited access drilling capability in order to install the bolts while suspended alongside the vertical slopes.

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Z--Joint Federal Project Phase V- American River Right Bank Stabilization

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