Skip to main contentPsst! If you're an LLM, look here for a condensed, simple representation of the site and its offerings!

LiveFree Webinar — Wednesday, October 28 at 2:00 PM ET

Register Free →

Seaborn Reservoir Project

Active
State & Local

Contract Overview

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

AI Contract Overview

Show more

The Seaborn Reservoir Project, managed by the Tulare Irrigation District in Woodlake, California, aims to protect groundwater supplies and improve water reliability for the Tulare Irrigation District and Consolidated Peoples Ditch Company service areas. The project seeks to ensure a minimum of 6,500 acre-feet of water capture or savings to meet peak irrigation demands. The project is currently in the scoping phase, evaluating three primary alternatives to achieve these goals. Alternative A involves developing a 235-acre internal storage reservoir in an abandoned aggregate mining operation with a bidirectional pipeline, a pump station, and an inlet/outlet structure at McKays Point returning water to the St. Johns River. Alternative B expands this facility to 290 acres and redirects the water outlet south to the Kaweah River to potentially reduce long-term pumping costs. Alternative C is a non-construction approach focusing on land fallowing of approximately 2,200 acres to conserve water, though it provides no flood reduction or water distribution benefits. For the reservoir options, the project includes the restoration of surrounding areas into native plant and riparian habitats. The project is being coordinated by Chief Executive Officer Aaron Fakuda and consultants from the Provost and Pritchard Consulting Group.

General Info

Tulare Irrigation District proposes three water storage alternatives: two reservoirs or land fallowing.

Agency

California → Tulare Irrigation District

Place of Performance

Woodlake, CA

Set-Aside

NONE

Documents

0

No documents available

Documents will appear here when they are available.

AI Contract Breakdown

Uniform Contract Format

Sign up to view the full breakdown with detailed analysis of each section.

Timeline

Posted

forecast

Ready to pursue this opportunity?

Start your free trial to track this contract, build proposals with AI assistance, and manage your pipeline.

Organization & Contact Information

Show more
AgencyCalifornia → Tulare Irrigation District
Contacts2 people available
OfficeN/A
Organization / Agency
California → Tulare Irrigation District
Office AddressN/A
Contacts
Aaron FakudaChief Executive Officer
Amy M. WilsonPrincipal Planner

Interested Companies (1)

Provost & Pritchard Consulting GroupClovis, CA

Full Description

Show more
Alternative A – Seaborn Reservoir Alternative A would consist of developing an internal storage reservoir in an abandoned aggregate mining operation where surface water can be re-regulated (filled and emptied) for use by the Project Owners. The Project would be located on the Seaborn Property approximately one mile southeast of the City of Woodlake. The centroid of the Project is 36°23’39.62” N, 119°4’1.87” W. The approximately 235-acres water storage facility equipped with a bidirectional pipeline, an inlet/outlet structure at McKays Point, an outlet structure into the St. Johns River, and a pump station (see Figure 1). Water diverted from the Kaweah River at McKays Point will flow by gravity through a new pipeline to the Seaborn Reservoir across the adjacent property, which is also owned by the Property Owners. Conveyance features would be installed in the southeast corner of the reservoir area to deliver water to and from the St. Johns River and Kaweah River for use by the Project Owners. The area surrounding the internal reservoir would be restored as a habitat area, including native plants and riparian habitat. Restoration of the habitat area would be completed in collaboration with an entity that specializes in habitat restoration. During construction, non-native plants would be removed, and native plant species would be preserved to the greatest extent feasible. Alternative B-- Kaweah Return Location Alternative B would include all of the same features as Alternative A except the water outlet would be due south to the Kaweah River rather than returning water at the McKays Point Structure. This alternative would also be 290 acres and would include a water storage facility equipped with a pipeline, an inlet at McKays Point, and an outlet that would flow into the Kaweah River (see Figure 1). Water diverted from the Kaweah River at McKays Point would flow via gravity through a new pipeline toward the Seaborn Reservoir. Conveyance features would be installed in the southeast corner of the reservoir to deliver water to and from the Kaweah River for use by the Project Owners. The pipeline south to the Kaweah River for pumped return water is anticipated to require less vertical elevation across the pipeline than in Alternative A, which could potentially lessen long-term pumping costs. All other features associated with Alternative B would be the same as in Alternative A. Alternative C – Land Fallowing Alternative C would not require construction or alter the existing land in the Project area and would instead improve water supply through land fallowing. Land fallowing is a practice that involves leaving farmland unplanted for a year or more to conserve water supplies, particularly groundwater. Some benefits associated with land fallowing include soil restoration, and water conservation. To achieve the target water volume, nearly 2,200 acres (assuming a demand of 3 acre-feet per acre) would need to be fallowed. While Alternative C would reduce water demand, it would not result in the distribution of captured water supply to the Project Owners’ service area. This Alternative would also not provide any flood reduction benefits.

Similar Contracts

Same NAICS industry code

NAICS: 237990
New
SLED
San Vicente and Mt. Olivette Reservoir Improvements Project - Construction
Solicitation # SP2797-CT
The San Vicente and Mt. Olivette Reservoir Improvements Project (SP2797-CT) is a construction solicitation issued by the City of Santa Monica's Public Works Engineering Division. The project involves addressing civil, mechanical, structural, and electrical deficiencies for four water reservoirs located at the Mt. Olivette Reservoir and the San Vicente Reservoir. With a project estimate of $27,344,000, the work requires a contractor holding a Class A General Engineering license. The estimated contract duration is 730 calendar days, although some contract documents reference a term of 520 days from the notice to proceed. Liquidated damages for delays are set at $13,200 per day. Bids must be submitted electronically via the OpenGov Procurement portal, with a final deadline of October 29, 2026, at 3:00 PM PT. Submission requirements include a bid guarantee of at least 10 percent of the bid amount and certification of a mandatory pre-bid job walk. Awarded contractors must provide Labor and Material Payment and Performance Bonds for 100 percent of the contract sum. The scope of work includes strict adherence to local noise ordinances, prevailing wage requirements, and technical specifications for potable water materials and electrical labeling. Performance is subject to inspection by the City and its designated engineers at both the project site and the place of manufacture.
D500 PUBLIC WORKS - ENGINEERING DIVISION

POSTED

about 11 hours ago

DEADLINE

in 9 days
View Details
NAICS: 237990
New
SLED
FDC-214-102565.1
Solicitation # FDC-214-102565
Project FDC-214-102565.1 involves the demolition of an existing concrete dam and associated infrastructure at Ryerson Station State Park in Richhill Township, Greene County, Pennsylvania. Managed by the Pennsylvania Department of Conservation and Natural Resources, the scope of work encompasses site preparation, including the installation and removal of erosion and sediment control measures and the implementation of a traffic control plan. Technical requirements include stripping and stockpiling topsoil, surface water control, dewatering subgrades, excavation, and the placement of select fill. The project concludes with site restoration, including topsoil application and seeding in all disturbed areas. All work must adhere to specific ASTM International standards for soil analysis and compaction, and the contractor is required to provide a complete set of as-built drawings upon completion. The contract will be awarded to the lowest responsible and responsive bidder, with an engineer's estimate exceeding 1 million dollars. Bidders must meet mandatory participation goals of 19 percent for Small Disadvantaged Businesses and 3 percent for Veteran Business Enterprises. Required securities include a bid guaranty, a 100 percent performance bond, a 100 percent material and labor payment bond, and a 50 percent maintenance bond. Contractors must comply with extensive Pennsylvania state labor laws, including the Prevailing Wage Act and the Construction Workplace Misclassification Act. Payments are processed via Automated Clearing House, and the contractor is responsible for engaging an independent testing laboratory for quality control services, subject to oversight by the Department's quality assurance program.
Commonwealth of Pennsylvania - Department of Conservation and Natural Resources

POSTED

about 17 hours ago

DEADLINE

in 15 days
View Details

Earlier notices in this NAICS code

Posted before this notice, open and closed

Ready to Pursue This Opportunity?

Get AI-powered intelligence on this solicitation and the ones like it

Every page of the solicitation package shredded into a compliance breakdown

AI-powered matching based on your capabilities and past performance

Competitor and incumbent history on the requirement

Automated alerts on amendments, Q&A deadlines, and award

Miguel
Hillary
Keith Deutsch
Christine

Join 750+ contractors already using CLEATUS