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This Government Contract opportunity from California was posted on July 2, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Excavation and Base Preparation

Closed
State & Local

Contract Overview

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

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NAICS: 237990
New
Haleiwa Small Boat Harbor Maintenance Dredging and Revetted Mole Repair
Solicitation # W9128A26BA002
The Haleiwa Small Boat Harbor Maintenance Dredging and Revetted Mole Repair project, solicitation W9128A26BA002, is a firm-fixed-price contract issued by the U.S. Army Corps of Engineers Honolulu District. The project is located in Haleiwa, Oahu, Hawaii, and is set aside for small businesses, including SDB, WOSB, HUBZone, and VOSB certifications. The estimated contract value ranges from 1,000,000 to 5,000,000 dollars, with a performance period of 200 calendar days from the date of the Notice to Proceed. The scope of work is divided into three primary components: mobilization and demobilization, the dredging and ocean disposal of approximately 4,260 cubic yards of material, and the repair of the revetted mole, which includes clearing, grubbing, and stone rework. The contract requires strict adherence to USACE EM 385-1-1 safety standards and ASTM international standards for stone materials. Key personnel requirements include a Project Manager, Project Superintendent, Quality Control System Manager, and Site Safety and Health Officer, all of whom must be approved by the Contracting Officer. Bidders must provide a bid guarantee and subsequent performance and payment bonds. Liquidated damages for construction delays are set at 2,297 dollars per calendar day. Quality control is managed through a three-phase inspection process, and final acceptance is contingent upon a certificate from the QC Manager attesting that all work complies with the contract specifications. Payment is handled via monthly invoices, and the contract is subject to Davis-Bacon Act prevailing wage requirements.
Healy Tibbitts Builders, Inc.

POSTED

about 14 hours ago

DEADLINE

in about 1 month

AI Contract Overview

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The contract entails comprehensive site excavation, grading, and subgrade compaction to achieve a minimum of 90 percent relative density, with associated tasks including the removal of existing pavement, placement of base rock, and mandatory compaction testing to ensure compliance with specified engineering standards. All work must be performed in accordance with technical requirements for material placement and soil stabilization to support future infrastructure. The project is located in Pasadena, California, and is scoped under NAICS code 237990 for other heavy and civil engineering construction. The contract is classified as a subcontract and is open for bidding with a response deadline of July 30, 2026. The awarding agency is the City of Pasadena, with no setaside provisions specified, and all submissions must be made through the designated online portal.

General Info

Excavation, grading, compaction to 90% density in Pasadena, CA, under NAICS 237990, bid deadline July 30, 2026.

Agency

California → City of PasadenaView Agency

NAICS

237990 - Other Heavy and Civil Engineering ConstructionView NAICS

Place of Performance

Pasadena, CA, USA

Set-Aside

NONE

Documents

This scope was carved out of 20260701026.

The full solicitation package (10 documents), including the RFP, is on the prime solicitation, not on this scope.

View the prime solicitation

Fy27 Cdbg Street Resurfacing and Ada Improvement Project

AI Contract Breakdown

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Timeline

PhaseClosed
Posted

subcontract

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyCalifornia → City of Pasadena
ContactsNo contacts available
OfficeN/A
Organization / Agency
California → City of Pasadena
View Agency Profile
Office AddressN/A
ContactsNo contact information available

Full Description

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Site excavation, grading, and subgrade compaction to 90% relative density, including removal of existing pavement, base rock placement, and compaction testing.

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