This Solicitation opportunity from California was posted on June 15, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Proposed Splash Pad and Site Improvements Area D - Whittier Narrows Regional Recreational Area

Closed

20260612051State & Local

Submission Closed07/07/2026, 05:00:00 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 # AB-2026-06242

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POSTED

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DEADLINE

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General Info

Agency

California → County of Los Angeles Department of Public WorksView Agency

NAICS

237990 - Other Heavy and Civil Engineering ConstructionView NAICS

Place of Performance

South El Monte, CA, 91733, USA

Set-Aside

NONE

Documents

(5)

Appendix C.pdf

PDF

Appendix A.pdf

PDF

WNRA Splash Pad Project REBID - Project Manual.pdf

PDF

Appendix B.pdf

PDF

Notice_to_Bidders__A__1782929670717.pdf

PDF

AI Contract Breakdown

Uniform Contract Format

Timeline

PhaseClosed

PostedJun 15

Solicitation

Response DeadlineJul 7

Deadline has passed

Submission Closed

07/07/2026, 05:00:00 PM UTC

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Organization & Contact Information

AgencyCalifornia → County of Los Angeles Department of Public Works

Contacts2 people available

OfficeN/A

Organization / Agency

California → County of Los Angeles Department of Public Works

View Agency Profile

Office AddressN/A

Contacts

Aram HakobyanContract Analyst

contact@example.gov

+1 (555) 000-0000

Courtney TossounianProject Manager

contact@example.gov

+1 (555) 000-0000

Full Description

Bid #SPECS. NO.7835: This project involves the construction of a new splash pad and associated site improvements in Area D of the Whittier Narrows Regional Recreational Area. The scope includes a storm water basin, improvements to the adjacent parking lot, walks, and a restroom/equipment storage building. The splash pad will feature concrete hardscape, perimeter seating walls, screen walls, shade sails, a mechanical pad, and a pump vault. A storm water infiltration system is also planned. Geotechnical investigation was performed to provide recommendations for earthwork, foundation design, pavements, retaining walls, and assessments of seismic hazards, including potential for corrosive soils. Key earthwork involves removal and recompaction of undocumented fills and portions of low-density natural soils, as well as the potential installation of drilled pile foundations for shade structures and conventional shallow footings for other structures, and construction of a below-grade balance tank.