Amendment 1_Final 5.1.2024 24B0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

1. CONTRACT ID CODE PAGE OF PAGES

1 104

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P724B0002

X 9B. DATED (SEE ITEM 11)

02-Apr-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

U0001

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3.EFFECTIVE DATE

01-MAY-2024

CODE

USACE, SAN FRANCISCO DISTRICT

450 GOLDEN GATE

SAN FRANCISCO CA 94102

W912P7 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

Please see summary of changes on Page 2 and Page 3.

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

• The required response date/time has changed from 02-May-2024 01:00 PM to 16-May-2024 01:00 PM.

• The contractor period of performance end date has decreased by 53 days from 246 days to 193 days.

• The required performance has changed from DESCRIPTION OF WORK:The work includes annual maintenance dredging of the Oakland Inner and Outer harbor channel to -50-ft (MLLW) plus 1-ft of paid over-depth and transporting of the dredged material per the requirements in specification Section 00 10 00 PRICING SCHEDULE and 01 11 00 SUMMARY OF WORK. All material is suitable and shall be taken for disposal at Cullinan upland beneficial reuse site.The North American Industry Classification System (NAICS) C ode applicable to this acquisition is 237990.ESTIMATED COSTRANGE IS BETWEEN $10,000,000 AND $25,000,000. See FAR Clause 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)BIDDER QUESTIONS Questions releating to this solicitation and technical inquiries w ill be submitted via email to the assigned contract specialist. Inquiries must be received no later than 14 calendar days prior to the date set for bid opening. to DESCRIPTION OF WORK:Dredge Oakland Inner and Outer Harbor Channel to -50-ft MLLW as stated in Section 00 10 00 PRICING SCHEDULE and Plan Sheet ID G-02: General Notes for Acceptance. Material from Reaches 1 and 2 is suitable and shall be taken for disposal at Cullinan Ranch Restoration beneficial reuse site, which is to be furnished by the contractor. Material from Reaches 3 through 10 is suitable and shall be taken for disposal at any Contractor-furnished upland beneficial reuse site. Any work performed at the Cullinan site is subject to federal prevailing wages and safety requirements equal to those applicable to work performed in the Federal channel.The North American Industry Classification System (NAICS) C ode applicable to this acquisition is 237990.ESTIMATED COSTRANGE IS BETWEEN $10,000,000 AND $25,000,000.See FAR Clause 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)BIDDER QUESTIONSQuestions releating to this solicitation and technical inquiries w ill be submitted via email to the assigned contract specialist. Inquiries must be received no later than 14 calendar days prior to the date set for bid opening..

SECTION 00 10 00 - SOLICITATION

A summary of amendment 1 for the Oakland Harbor Maintenance Dredging Project is as follows:

1) Revised the quantities on the bid schedule to reflect the condition survey and shoaling analysis done in April 2024.

2) Revised reaches 3 to 10 on the bid schedule to change from “Cullinan Ranch Restoration Beneficial Reuse Site” to

“Contractor-furnished Upland Beneficial Reuse Site”

3) Revised spec section 01 11 00 to “material from Reaches 1 and 2 is suitable and shall be taken for disposal at

Cullinan Ranch Restoration beneficial reuse site, which is to be furnished by the contractor. Material from Reaches 3 through 10 is suitable and shall be taken for disposal at any Contractor-furnished upland beneficial reuse site.”

4) Revised spec section 35 20 23 to “Transport and dispose of dredged material from reaches 1 and 2 at the Cullinan Ranch Restoration beneficial reuse site, which is to be furnished by the contractor and transport and dispose of dredged material from Reaches 3 to 10 at any contractor-furnished upland beneficial reuse site.”

5) Revised note on plan sheet G-002 to “Disposal site is Cullinan Ranch Restoration Beneficial Reuse Site for reaches 1 and 2 and any Contractor-furnished upland beneficial reuse site for reaches 3 through 10”

6) Revised plan sheet G-004 to add the topo survey data to the Cullinan site plan.

7) Revised SF1442 to update the performance of period, new bid opening date and new project description.

8) Updated Wage Determination CA20240018 04/26/2024 attached.

9) Section 00 10 00 and 00 72 00 updated to reflect new period of performance date, new bid opening date, and updated clause of 52.211-10

10) Uploaded received questions and corresponding answers to SAM.gov.

W912P724B0002 U0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 1 calendar days after the date the

Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 193 calendar days after notice to proceed.The time stated for completion shall include final cleanup of the premises.

(End of clause)

(End of Summary of Changes)

W912P724B0002

Oakland Inner & Outer Harbor FY24 Dredging

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/21

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

1.1.1 Requirements

1.1.2 Constraints

1.2 MEETINGS

1.2.1 Preconstruction Conference

1.3 CONTRACTOR PERFORMANCE EVALUATIONS

1.4 PERMITS

1.5 PUBLIC SAFETY

1.5.1 General

1.6 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

1.7 SAFETY OF STRUCTURES

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

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SECTION 01 11 00

SUMMARY OF WORK

08/21

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

The work includes annual maintenance dredging of the federal navigation channel in Oakland Inner and Outer Harbor, which cannot begin before 1 June in any year .

1.1.1 Requirements

a. Dredge Oakland Inner and Outer Harbor Channel to -50-ft MLLW as stated in Section 00 10 00 PRICING SCHEDULE and Plan Sheet ID G-02:

General Notes for Acceptance.

b. All m Material from Reaches 1 and 2 is suitable and shall be taken for disposal at Cullinan Ranch Restoration beneficial reuse site , which is to be furnished by the contractor . Material from Reaches 3 through 10 is suitable and shall be taken for disposal at any Contractor-furnished upland beneficial reuse site.

c. Any work performed at the Cullinan site is subject to federal prevailing wages and safety requirements equal to those applicable to work performed in the Federal channel.

1.1.2 Constraints

Hopper dredging is prohibited for this project.

1.2 MEETINGS

1.2.1 Preconstruction Conference

After award of contract, a pre-dredging conference will be held at such time and location as determined by the Contracting Officer or delegated representative for purposes of discussing and developing mutual understanding between the Contracting Officer or delegated representative and the Contractor's Representatives regarding the terms, conditions, and requirements of the contract. Members of the conference from the Government will include the quality assurance staff, the Contracting Officer or delegated representative, construction staff, safety officer, and environmental manager. Members from the Contractor shall include the dredge master, chief hydrographic surveyor, site safety and health officer (SSHO), and the quality control staff. The discussion will include, but will not be limited to, the following:

-Contractor supervisory and quality control project staff

-Correspondence procedures

-Accident Prevention Plan

SECTION 01 11 00 Page 2

W912P724B0002 U0001 l3ct9lc9 Sticky Note Use this section from requirements as the new description

-Quality Control and Hydrographic Surveying

-Project scheduling and payment procedures

-Resident Management System (RMS-QC)

-Other subjects that may be of interest to the contracting parties

-Schedule of Weekly Meeting

1.3 CONTRACTOR PERFORMANCE EVALUATIONS

The Contractor's performance shall be evaluated using the Construction Performance Assessment Reporting System (CPARS) in accordance with Subpart

36.201 (Evaluation of Contractor Performance) of the Federal Acquisition Regulation and Engineering Regulation 415-1-17. The Contractor may access, review, and comment on the evaluation for a period of 60 days. Accessing and using CPARS requires Public Key Infrastructure (PKI) certification.

The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. This certification is purchased from an External Certificate Authorities (ECA) vendor. Contractor access to CPARS is required for Contractor to participate in the performance evaluation process. PKI certification is the sole responsibility of the Contractor. Current information about the PKI certification process and known PKI vendors can be found at the following link: http://www.cpars.gov/.

1.4 PERMITS

The Contractor shall obtain and comply with all licenses and permits required by Federal, State, and local laws, codes, and regulations unless otherwise specified in these contract documents.

a. The following permits have been obtained by the Government and are attached to these specifications:

(1) San Francisco Regional Water Quality Control Board (SFRWQCB) - Programmatic Water Quality Certification 2020-2024

(2) Bay Conservation Development Commission (BCDC) - Consistency Determination Consistency Notification Letter of Agreement 2020-2024

(3) Long Term Management Strategy National Marine Fisheries Service Endangered Species Act Biological Opinion

(4) Long Term Management Strategy US Fish and Wildlife Service Endangered Species Act Biological Opinion

The Contractor shall comply with these requirements and provisions in these contract specifications included in Sections TEMPORARY ENVIRONMENTAL CONTROLS FOR DREDGING IN SAN FRANCISCO BAY 01 57 19.01 43 and DREDGING 35 20 23.

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1.5 PUBLIC SAFETY

1.5.1 General

The Contractor shall provide guard personnel as required to provide protection in the interest of public safety. Whenever the Contractor's operations create a condition hazardous to the public, he shall furnish at his own expense and without cost to the Government, such guards as are necessary to give adequate warning to the public of any dangerous conditions to be encountered, and he shall furnish, erect, or maintain such lights, signs, barricades or fences, and other devices as are necessary to prevent accidents and to avoid damage or injury to the public. Flagmen and guards, while on duty and assigned to give warning to the public that the dredging is being accomplished, and of any dangerous conditions to be encountered as a result thereof, shall be equipped with appropriate safety equipment and a red flag. Signs, flags, lights, and other warning and safety devices shall conform to applicable city, county, and state requirements. Should the Contractor appear to be negligent in furnishing adequate warning and protective measures, the Contracting Officer or delegated representative will direct attention to the existence of a hazard, and the necessary warning and protective measures shall be furnished and installed by the Contractor without additional cost to the Government. The installation of any general illumination shall not relieve the Contractor of his responsibility for furnishing and maintaining all devices necessary to provide protection to all parties concerned. As part of the best practice, the contractor is highly encouraged to hold a safety meeting, open to the general public, at a venue frequented by the boating community to proactively inform and receive feedback from the public of the upcoming dredging work and task timelines.

1.6 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

The Contractor's attention is directed to the possible existence of pipelines or public utilities or private improvements shown or not shown on the drawings which may be buried within the limits of the work or adjacent thereto. The Contractor shall take care to preserve and protect any such improvements from injury or damage during construction operations. Utilities or improvements, whether buried or not, which cannot be determined to exist through visual inspection by the Contractor, if inadvertently damaged by the Contractor's operations, shall be promptly repaired or replaced by the Contractor, and an equitable adjustment in the amount due under the contract will be made as provided in the contract.

The Contractor shall notify the Contracting Officer or delegated representative immediately if any utility or structure has been damaged by the Contractor. The Contractor shall assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through the dredging operations. The Contractor is not relieved from the responsibility set forth in "FAR 52.236-3, Site Investigation and Conditions Affecting the Work" except as provided above.

1.7 SAFETY OF STRUCTURES

The Contractor shall use reasonable and proper care in the prosecution of the work to assure the stability of piers and other structures lying on or adjacent to the site of work, insofar as they may be jeopardized by the dredging operations and on account of moving or mooring of equipment. The Contractor shall make good all damages resulting from the moving and

SECTION 01 11 00 Page 4

W912P724B0002 mooring of his equipment and from dredging operations insofar as such damages may be caused by variations in locations and/or depth of dredging below that ordered by the Contracting Officer or delegated representative.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

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SECTION TABLE OF CONTENTS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 20 23

DREDGING

08/20

PART 1 GENERAL

1.1 DEFINITION

1.2 SUBMITTALS

1.3 MATERIAL TO BE REMOVED

1.3.1 Scow Monitoring

1.3.1.1 Dredge Data Logging System (DDLS)

1.3.1.2 Dredge Material Disposal Site Log (DMDSL)

1.3.1.3 DDLS Report/Data

1.4 WORK PLAN

1.5 MEASUREMENT AND PAYMENT

1.5.1 Method of Measurement

1.5.1.1 Before-Dredge Survey

1.5.1.2 After-Dredge Survey

1.5.1.3 Required Dredge Prism

1.5.1.4 Allowable (Paid) Overdepth Prism

1.5.1.5 Allowable (Unpaid) Overdepth Prism

1.5.2 Side Slope Prism

1.5.3 Progress Payment Quantity

1.5.4 Final Payment Quantities

1.6 PERMIT

1.7 BASIS FOR BIDS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 INSPECTION

3.1.1 Government QAR Accommodations

3.2 CONDUCT OF DREDGING WORK

3.2.1 Order of Work

3.2.2 Interference with Navigation

3.2.2.1 Coast Guard Notification

3.2.3 Lights

3.2.4 Ranges, Gages, and Lines

3.2.5 Plant

3.2.6 Disposal of Excavated Material

3.2.6.1 Method of Disposal

3.2.6.2 Disposal in Indicated Fill Areas

3.2.6.3 Submerged Pipeline

3.2.6.4 Overflow/Decant, Spillage and Leakage

3.2.6.5 Barring and Knock-Down Dredging

3.2.6.6 Prohibition on Trash and Debris; use of Grizzly

(Applicable to SF-DODS Only)

3.2.7 Navigation Warnings

SECTION 35 20 23 Page 1

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3.2.8 Method of Communication

3.2.9 Safety of Structures

3.2.10 Plant Removal

3.3 ACCEPTANCE

3.3.1 Final Examination and Area Completion

3.3.2 Area Acceptance

-- End of Section Table of Contents --

SECTION 35 20 23 Page 2

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SECTION 35 20 23

DREDGING

08/20

PART 1 GENERAL

1.1 DEFINITION

Dredging work is defined as the removal of bottom sediments including;

clay, silt, sand, and gravel from streams, rivers, lakes, coastal waters, oceans, and transporting the resulting material by barges, ships, or pipelines to a designated placement site on land or in water. Dredge material types can be soft or hard. Hard material is defined as material requiring the use of special equipment for economical removal, and includes boulders or fragments too large to be removed in one piece by the dredge. Annual O&M maintenance dredging work has a known material that is not hard for dredging.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation:

submittals not having a "G" designation are for information only. Submit the following in accordance with Section SUBMITTAL PROCEDURES 01 33 00 :

SD-01 Preconstruction Submittals

Work Plan ; G

Dredge Data Logging System (DDLS) ; G

SD-02 Shop Drawings

Soundings or Sweepings ; G, 35 20 23 -3.3

Submit drawings of surveys during progress of work

1.3 MATERIAL TO BE REMOVED

The type of material to be removed from this project is primarily sand and silt with smaller amounts of clay.

1.3.1 Scow Monitoring

The contractor shall comply with the Dredge Data Logging System. The purpose of complying with two different and independent scow monitoring programs is to fulfill obligations from two different and independent government quality assurance agencies.

1.3.1.1 Dredge Data Logging System (DDLS)

Submit the DDLS, the DDLS back-up system, and the qualifications of the DDLSQC firm to the Contracting Officer or delegated representative for approval, as specified in Attachment 1 at the end of the Specification package.

SECTION 35 20 23 Page 3

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Methods used for the dredge positioning shall also be used to display and record the disposal vessel's location at 1-minute time intervals throughout the loading, transport and disposal cycle of each disposal vessel. The Dredge Data Logging System (DDLS) data shall be received onboard the actual disposal vessel. Position data shall be annotated for the time actual dumping is in progress. A copy record of the DDLS position data, correlated with time and annotated with date, shall be submitted to the Contracting Officer or delegated representative as part of the daily Quality Control Report. The Contracting Officer or delegated representative shall have access to the monitoring equipment in order to observe its operation during disposal operations. Dredge inspectors shall be provided with hand-held GPS equipment to verify dredge disposal in SF-DODS.

1.3.1.2 Dredge Material Disposal Site Log (DMDSL)

Submit a DMDSL on a weekly basis by noon Monday that enumerates work accomplished during the preceding week. The DMDSL log to be submitted shall include the reach from where the material came from. Every Monday, the Contractor shall e-mail the prior week's DMDSL data to the government.

Maintain a DMDSL using the "Dredge Material Disposal Site Log" form in Attachment 2 at the end of the Specification package. DMDSL shall be included as an attachment to QC Daily Reports.

1.3.1.3 DDLS Report/Data

Submit electronic copies of the DDLS positional data for all disposal/fill vessels utilized; and dredged quantity, sediment type and GPS positional data on the disposal or fill locations for all scows and barges by e-mail to the government. This electronic data shall be included in the daily CQC Report submitted in RMS.

1.4 WORK PLAN

The purpose of the work plan is to outline the primary objectives required during construction. The work plan should clearly articulate and outline the steps needed to achieve contract milestones, deliverables, resources, etc. The work plan should be submitted within 15 days after Notice to Proceed or prior to the date of the Preconstruction Conference.

Revise the work plan throughout the project to include any changes in site conditions or contract modifications that change the project scope of work.

At a minimum the work plan should include, but is not limited to, the following elements:

(1) Introduction - Identify the project name, location, purpose and general timeline

(2) Duties - List the duties to the person(s) required on the jobsite and intended work shifts

(3) Equipment - Provide equipment lists, equipment specifications, layouts and/or data sheets

(4) Sequence - Outline the sequence of construction activities

(5) Procedures - List any standard or project-specific operating procedures or methods that will be used to effectively manage the project and comply with contract requirements and permits

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(6) Constraints - Identify all foreseen constraining conditions (if applicable) and address how they will be managed to not impact the project

(7) Contact Information - Provide emergency contact information (office phone number, cell phone number, and e-mail address)

1.5 MEASUREMENT AND PAYMENT

1.5.1 Method of Measurement

All BD and AD surveys are performed in accordance with Section HYDROGRAPHIC SURVEY 01 32 23. The material removed will be measured by cubic yard in place (in-situ). The drawings represent existing conditions based on current available information, but will be verified and corrected, if necessary, by soundings taken before dredging in each locality. Results of soundings will be the basis for payment.

1.5.1.1 Before-Dredge Survey

The Before Dredge (BD) Survey is the hydrographic survey that is performed prior to the start of dredging for the purposes of payment in accordance with Section HYDROGRAPHIC SURVEY 01 32 23.

1.5.1.2 After-Dredge Survey

The After Dredge (AD) Survey is the hydrographic survey that is performed after the dredging is completed for the purposes of acceptance and payment in accordance with Section HYDROGRAPHIC SURVEY 01 32 23.

1.5.1.3 Required Dredge Prism

The Required Dredging Prism is defined by the material above the project depth and in between the channel toes. The total quantity of material required to be dredged will be the material available in the Required Dredging Prism per the "Typical Dredging Section" shown in the drawings.

1.5.1.4 Allowable (Paid) Overdepth Prism

The depth of the Allowable Overdepth (Paid) Prism is defined by the material below project depth and above the 1-foot Allowable (Paid) Overdepth. The maximum width of the Allowable Overdepth (Paid) Prism is defined by the channel width between the channel toes. Dredging within the Allowable (Paid) Overdepth Prism is authorized but not required.

1.5.1.5 Allowable (Unpaid) Overdepth Prism

The depth of the Allowable (Unpaid) Overdepth Prism is defined by the material below the 1-foot Allowable (Paid) Overdepth and above the 2-foot Allowable Overdepth (Paid plus Unpaid). The width of the Allowable Overdepth (Unpaid) Prism is defined by the channel width between the channel toes. Dredging in this Prism is authorized but not required.

Dredging in excess of the allowable 2-foot overdepth is prohibited.

1.5.2 Side Slope Prism

The Side Slope Prism is the area outside of the channel toes. Dredging on the side slope is prohibited. Material that sloughs from the side slope into the channel and is removed will be paid as evidenced by the Before-and After-Dredge surveys.

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1.5.3 Progress Payment Quantity

The material quantity for progress payments will be ninety percent (90%) of the payable quantity calculated using the Contractor's progress survey and the Before-Dredge survey, less any previously paid quantities.

1.5.4 Final Payment Quantities

The final payment quantities for each reach will be 100% of the payable quantity calculated from the Before-Dredge and After-Dredge surveys, less any prevailing paid quantities using the TIN to TIN method in EM 1110-2-1003.

1.6 PERMIT

All work shall be performed in accordance with the conditions and requirements included in the state and federal permits applicable to this project.

a. The following permits have been obtained by the Government and are attached to these specifications:

(1) San Francisco Regional Water Quality Control Board (SFRWQCB) - Programmatic Water Quality Certification 2020-2024

(2) Bay Conservation Development Commission (BCDC) - Consistency Determination Consistency Notification Letter of Agreement 2020-2024

(3) Long Term Management Strategy National Marine Fisheries Service Endangered Species Act Biological Opinion

(4) Long Term Management Strategy US Fish and Wildlife Service Endangered Species Act Biological Opinion

1.7 BASIS FOR BIDS

Payment will be at the contract unit price per cubic yard, multiplied by total cubic yards of acceptable dredging. Base bids on total cubic yards of dredging. Include a bid unit price per cubic yard of dredging based on the quantity as specified or indicated. If the Contracting Officer or delegated representative requires an increase or a decrease in total volume of dredging, the contract price will be adjusted. Dredging conditions specified and indicated describe conditions which are known.

However, the Contractor is responsible for other conditions encountered which are not unusual when compared to conditions recognized in the dredging business as usual in dredging activities such as those required under this contract.

PART 2 PRODUCTS

Not used.

SECTION 35 20 23 Page 6

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PART 3 EXECUTION

3.1 INSPECTION

Inspect the work, keep records of work performed, and ensure that gages, targets, ranges, and other markers are in place and usable for the intended purpose. Furnish, at the request of the Contracting Officer or delegated representative, boats, boatmen, laborers, and materials necessary for inspecting, supervising, and surveying the work. When required, provide transportation for the Contracting Officer or delegated representative and inspectors to and from the disposal area and between the dredging plant and adjacent points on shore.

3.1.1 Government QAR Accommodations

The Contractor shall provide, upon request of the Government QA Representative (GQAR), suitable transportation from all points on shore designated by the GQAR to and from the various pieces of plant, and to and from the dredging and disposal areas. Transportation will be made available during all shift changes, when requested by GQAR. Contractor should anticipate at least two round trips per 24-hour period. Contractor shall provide GQAR access to a desk, or other suitable workspace including electrical outlet, while on-board the dredge plant. Should the Contractor refuse, neglect, or delay compliance with these requirements, the specific transportation facilities may be furnished and maintained by the Contracting Officer or delegated representative, and the cost thereof will be deducted from any amounts due, or to become due the Contractor.

3.2 CONDUCT OF DREDGING WORK

3.2.1 Order of Work

When needed, the Contracting Officer or delegated representative will direct the Contractor on the order of work. The Government reserves the right to change the order of work at any time.

3.2.2 Interference with Navigation

Minimize interference of channels and passages.

3.2.2.1 Coast Guard Notification

The Contractor shall submit copies of written Coast Guard notifications prior to conducting dredging activities. Utilize the Work Plan to forecast the activities in the channels and notify the United States Coast Guard Marine Safety Office in writing with a copy to the Contracting Office Representative. All Coast Guard notifications shall be provided in accordance with Section GOVERNMENT SAFETY REQUIREMENTS (DREDGING) 01 35 26 U.S. Coast Guard Notification and Marine Transportation Safety. When utilizing the Government-furnished open water disposal area, notify the U.S. Coast Guard in accordance with Section AQUATIC DISPOSAL 35 20 24 Notification. All dredge plants must be equipped with an Automatic Identification System (AIS) transponder that is compatible with Coast Guard specifications identified in Section GOVERNMENT SAFETY REQUIREMENTS (DREDGING) 01 35 26 Vessel Traffic Services (VTS) Reporting Requirements.

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3.2.3 Lights

Each night, between sunset and sunrise and during periods of restricted visibility, provide lights for floating plants, pipelines, ranges, and markers. Also, provide lights for buoys that could endanger or obstruct navigation. When night work is in progress, maintain lights from sunset to sunrise for the observation of dredging operations. Lighting shall conform to United States Coast Guard requirements for visibility and color.

3.2.4 Ranges, Gages, and Lines

Furnish, set, and maintain ranges, buoys, and markers needed to define the work and to facilitate inspection. Establish and maintain gages in locations observable from each part of the work so that the depth may be determined. Suspend dredging when the gages or ranges cannot be seen or followed. The Contracting Officer or delegated representative will furnish, upon request by the Contractor, survey lines, points, and elevations necessary for the setting of ranges, gages, and buoys.

3.2.5 Plant

Maintain the plant, scows, coamings, barges, pipelines, and associated equipment to meet the requirements of the work. Promptly repair leaks or breaks along pipelines. Remove dredged material placed due to leaks and breaks.

3.2.6 Disposal of Excavated Material

Provide for safe transportation and disposal of dredged materials.

Transport and dispose of dredged material from Reaches 1 and 2 at the Cullinan Ranch Restoration beneficial reuse site , which is to be furnished by the contractor and transport and dispose of dredged material from Reaches 3 to 10 at any contractor-furnished upland beneficial reuse site , unless otherwise directed by the Contracting Officer or delegated representative. The deposit of dredged materials in unauthorized places is forbidden. Comply with rules and regulations of local port and harbor governing authorities.

3.2.6.1 Method of Disposal

Deposit dredged material from Reaches 1 and 2 at the Cullinan Ranch Restoration beneficial reuse site , which is to be furnished by the contractor and deposit dredged material from Reaches 3 to 10 at any contractor-furnished upland beneficial reuse site by scow or barge, and using an appropriate method to unload scow/barge to place material within the upland site.

3.2.6.2 Disposal in Indicated Fill Areas

In depositing excavated material for fill, uniformly grade and allow for shrinkage. Provide and maintain necessary bulkheads, dikes, ditches, weirs, spillways, and other construction necessary to confine and retain the fill in the dredge fill area.

3.2.6.3 Submerged Pipeline

If a leak occurs in the discharge pipeline, immediately discontinue using the line until leaks are repaired. Remove material placed due to leaks or breaks.

SECTION 35 20 23 Page 8

W912P724B0002

3.2.6.4 Overflow/Decant, Spillage and Leakage

Overflow/decant, spillage and leakage is prohibited during transportation to the disposal site. Decanting and overflow at the dredging site shall be in the accordance with the environmental permits and documents.

3.2.6.5 Barring and Knock-Down Dredging

Barring, dragging and all other methods of bed leveling are prohibited.

3.2.6.6 Prohibition on Trash and Debris; use of Grizzly (Applicable to SF-DODS Only)

Only dredged material determined in advance by EPA and USACE to be suitable for ocean disposal may be discharged at SF-DODS.

Uncharacterized dredged material, vessels, trash, and other debris are prohibited from being discharged at the site. In order to exclude large trash and debris (including rocks) from being disposed at the site, before transport to SF- DODS all dredged material must be placed into scows through a steel mesh or chain "grizzly" with openings of no more than 12 inches by 12 inches. Material retained on the grizzly must be removed and disposed of separately. EPA and USACE may on a case-by-case basis waive the requirement to use a grizzly if they determine that trash and debris is unlikely to be present in the area to be dredged.

3.2.7 Navigation Warnings

Furnish and maintain, if applicable, navigation warning signs along the pipeline.

3.2.8 Method of Communication

Provide a system of communication between the dredge crew and the crew at the disposal area. A portable two-way radio is acceptable.

3.2.9 Safety of Structures

The execution of work shall ensure the stability of piers, bulkheads, and other structures lying on or adjacent to the site of the work, insofar as structures may be jeopardized by dredging operations. Repair damage resulting from dredging operations, insofar as such damage may be caused by variation in locations or depth of dredging, or both, from that indicated or permitted under the contract.

3.2.10 Plant Removal

Upon completion of the work, promptly remove plant, including ranges, buoys, piles, and other markers or obstructions.

3.3 ACCEPTANCE

The Government will take soundings before and after dredging in accordance with Section HYDROGRAPHIC SURVEY 01 32 23.

3.3.1 Final Examination and Area Completion

Final estimates will be subject to deductions or correction of deductions

SECTION 35 20 23 Page 9

W912P724B0002 previously made because of excessive overdepth, dredging outside of authorized areas, or disposal of material in an unauthorized manner.

3.3.2 Area Acceptance

Any shoals, lumps, or other lack of required contract depth disclosed by the After-Dredge survey shall be removed by dredging the channel bottom at the contract rate for dredging. No shoals or lumps above contract depth, as evidenced by multi-beam sounding will be accepted. Completion will be in writing from the Government Representative based on the After-Dredge multi-beam survey plan.

-- End of Section --

SECTION 35 20 23 Page 10

W912P724B0002

Contract Line Item No.(CLIN)

Description of Supplies and Services

*Quantity Unit Unit

Price($) Amount($)

0001 Mobilization and Demobilization 1 Job

Dredging Reach 1 to -50-ft MLLW plus 1-foot of paid Over-depth with disposal at Cullinan Ranch Restoration Beneficial Reuse Site

201,800

187,000 CY

Dredging Reach 2 to -50-ft MLLW plus 1-foot of paid Over-depth with disposal at Cullinan Ranch Restoration Beneficial Reuse Site

131,000

121,000 CY

Dredging Reach 3 to -50-ft MLLW plus 1-foot of paid Over-depth with disposal at Contractor-furnished Upland Beneficial Reuse Site Cullinan Ranch Restoration Beneficial Reuse Site

86,700

81,200 CY

Dredging Reach 4 to -50-ft MLLW plus 1-foot of paid Over-depth with disposal at Contractor-furnished Upland Beneficial Reuse Site Cullinan Ranch Restoration Beneficial Reuse Site

26,500

22,700 CY

Dredging Reach 5 to -50-ft MLLW plus 1-foot of paid Over-depth with disposal at Contractor-furnished Upland Beneficial Reuse Site Cullinan Ranch Restoration Beneficial Reuse Site

23,100

15,200 CY

Dredging Reach 6 to -50-ft MLLW plus 1-foot of paid Over-depth with disposal at Contractor-furnished Upland Beneficial Reuse Site Cullinan Ranch Restoration Beneficial Reuse Site

13,200

10,600 CY

OAKLAND INNER AND OUTER HARBOR FY24 MAINTENANCE DREDGING

SECTION 00 10 00

PRICING SCHEDULE

W912P724B0002

Dredging Reach 7 to -50-ft MLLW plus 1-foot of paid Over-depth with disposal at Contractor-furnished Upland Beneficial Reuse Site Cullinan Ranch Restoration Beneficial Reuse Site

103,500

109,200 CY

Dredging Reach 8 to -50-ft MLLW plus 1-foot of paid Over-depth with disposal at Contractor-furnished Upland Beneficial Reuse Site Cullinan Ranch Restoration Beneficial Reuse Site

51,500

58,600 CY

Dredging Reach 9 to -50-ft MLLW plus 1-foot of paid Over-depth with disposal at Contractor-furnished Upland Beneficial Reuse Site Cullinan Ranch Restoration Beneficial Reuse Site

40,700

38,500 CY

Dredging Reach 10 to -50-ft MLLW plus 1-foot of paid Over-depth with disposal at Contractor-furnished Upland Beneficial Reuse Site Cullinan Ranch Restoration Beneficial Reuse Site

67,600

59,000 CY

Total (Item 0001 through 0011) 745,600 703,000

1 .

2 .

CY + 1 Job

* - ALL QUANTITIES ARE ESTIMATES. SEE FAR 52.211-18, SECTION 00 72 00 (GENERAL CONDITION)

OF THE CONTRACT.

IMPORTANT NOTES:

To be considered responsive, prices must be submitted on all individual items within Pricing Schedule. Failure to do so may be cause for rejection of bids.

Bidders must complete and submit attached “Dredging Plant and Equipment Schedule”, forms Page 1 and Page 2 as part of their solicitation package for bid evaluation. Failure to do so may cause the bid to be considered nonresponsive.

The Contractor shall demonstrate that all necessary equipment will be available and committed to this contract.

W912P724B0002

3 .

4 .

5 .

6 .

7 .

End of Document

The Government reserves the right to direct the Contractor to place dredged material at an environmentally acceptable alternate disposal site in accordance with the Change Clause FAR 52.243-4.

The Contractor shall furnish all plant, labor, material, equipment, etc., necessary to perform all work in strict accordance with the terms and conditions set forth in the contract to include all attachments thereto.

Dredge material placement shall meet the requirements in specification Section 01

11 00 SUMMARY OF WORK.

The term "Job", which appears on the Pricing Schedule (Section 00 01 00) under “Unit” for Bid Item No. 0001 shall be considered as a Lump Sum. The Variation in Estimated Quantities contract clause, FAR 52.211-18, shall not apply to Bid Item No. 0001.

BASIS of AWARD: The contract will be awarded in accordance with FAR 52.214-19 Contract Award – Sealed Bidding – Construction.

W912P724B0002

ACCEPTANCE REACHES

INNER HARBOR

REACH 1: STA 0+00 TO STA 64+00

REACH 2: STA 64+00 TO STA 95+00

REACH 3: STA 95+00 TO STA 175+00

REACH 4: STA 175+00 TO STA 205+00

REACH 5: STA 205+00 TO STA 230+00

REACH 6: STA 230+00 TO STA 244+35

OUTER HARBOR

REACH 7: STA 0+00 TO STA 56+00

REACH 8: STA 56+00 TO STA 80+00

REACH 9: STA 80+00 TO STA 96+00

REACH 10: STA 96+00 TO STA 133+49

SHEET ID DESCRIPTION

G-001 COVERSHEET

G-002 GENERAL NOTES, ABBREVIATIONS,

SCHEDULE OF DRAWINGS,

AND TYPICAL DREDGING SECTION

G-003 KEYPLAN AND CHANNEL CONTROL POINT TABLES

G-004 DISPOSAL SITE PLAN

C-101 INNER HARBOR DREDGING PLAN

STA 0+00 - STA 19+50

C-102 INNER HARBOR DREDGING PLAN

STA 19+50 - STA 77+50

C-103 INNER HARBOR DREDGING PLAN

STA 77+50 - STA 133+50

C-104 INNER HARBOR DREDGING PLAN

STA 133+50 - STA 190+50

C-105 INNER HARBOR DREDGING PLAN

STA 190+50 - STA 244+35

C-106 OUTER HARBOR DREDGING PLAN

STA 0+00 - STA 52+50

C-107 OUTER HARBOR DREDGING PLAN

STA 52+50 - STA 109+50

C-108 OUTER HARBOR DREDGING PLAN

STA 109+50 - STA 133+49

C-109 BART TRANSBAY TUBE PLAN AND PROFILE

SCHEDULE OF DRAWINGSGENERAL NOTES

1. BATHYMETRIC SURVEYS FOR OAKLAND OUTER AND INNER HARBORS WERE

COMPLETED BY THE U.S ARMY CORPS OF ENGINEERS, SAN FRANCISCO

DISTRICT ON 5-8 MARCH 2024. BATHYMETRIC SURVEY SOUNDINGS WERE

TAKEN BY FATHOMETER (MULTI-BEAM SURVEY EQUIPMENT) AND ARE SHOWN

TO THE NEAREST TENTH OF A FOOT.

2. BATHYMETRIC SURVEY SOUNDINGS ARE BASED ON THE DATUM OF MEAN

LOWER LOW WATER (MLLW) AT THE LOCALITY.

3. DRAWINGS ARE NOT TO BE USED AS NAVIGATION CHARTS.

4. SOUNDINGS AND CONTOURS SHOWN ON PLANS ARE BASED ON THE

BATHYMETRIC SURVEYS CONDUCTED ON THE DATES IN GENERAL NOTE 1, AND

ARE INDICATIVE OF THE GENERAL CONDITIONS EXISTING AT THE DATE OF

SURVEY.

5. COORDINATES ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE

SYSTEM OF 1983 (CCS83), LAMBERT CONFORMAL PROJECTION ZONE III, AS

DESCRIBED IN SPECIAL PUBLICATION NO. 235, PUBLISHED BY THE NATIONAL

OCEAN SURVEY.

6. THE PROJECT DEPTH IS 50 FT MLLW. THE DISPOSAL SITE IS THE CULLINAN

RANCH RESTORATION BENEFICIAL REUSE SITE FOR REACHES 1 AND 2 AND

ANY CONTRACTOR-FURNISHED UPLAND BENEFICIAL REUSE SITE FOR

REACHES 3 THROUGH 10.

7. AERIAL IMAGERY COURTESY OF MAXAR, BING MAPS, AND ESRI.

8. THE LOCATION OF ALL NAVIGATION AIDS ARE BASED ON INFORMATION

PROVIDED BY THE U.S. COAST GUARD. BUOY LOCATION REPRESENTS THE

POSITION OF THE SINKER ONLY.

9. SEDIMENT SAMPLING AND TESTING DATA AVAILABLE UPON REQUEST.

10. EELGRASS LOCATIONS SHOWN ON PLANS ARE BASED ON APRIL 2023 SURVEY.

CONTRACTOR TO PROVIDE UPDATED EELGRASS SURVEY PRIOR TO DREDGING

WORK.

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2' ALLOWABLE OVERDEPTH

(PAID AND NON-PAID)

EL. 0.00 FEET MLLW

1' ALLOWABLE (PAID) OVERDEPTH

-50 FEET MLLW

NOTE:

SEE SPECIFICATION SECTION 35 20 23

(DREDGING) FOR DETAILS.

1' ALLOWABLE OVERDEPTH (NON-PAID)

VARIES

MATERIAL TO BE DREDGED (PAID)

NO DREDGING ON

SIDE SLOPES (TYP).

SEE NOTE

EXISTING CHANNEL BOTTOM

SIDE-SLOPE PRISM

CHANNEL WIDTH VARIES

SEE PLAN

SURVEY CONTROL AND DATUM

VERTICAL DATUM:

MLLW USING NOAA VDATUM & GEOID18

HORIZONTAL DATUM:

NAD83(2011) EPOCH 2010.00

CONTROL:

NOAA 9414777

OAKLAND MIDDLE HARBOR, PIER 40 CA

PUBLISHED 04/21/2003

TIDAL EPOCH 1983-2001

TIDE GAUGE LOCATION:

- BERTH 38 TIDE GAUGE RESET

- 10 FT MLLW

- 37°48'18.24"N, 122°20'31.98"W

- THE MEASURE DOWN POINT IS LOCATED ON THE SOUTHERNMOST STEEL

PILING OF A ROW OF 17 STEEL PILINGS ON THE WEST FACE OF BERTH 38 IN

OAKLAND INNER HARBOR. THE POINT IS A BOLT THREADED INTO A DRILLED

HOLE ON THE SOUTH SIDE STEEL PILING

BENCHMARKS:

ABBREVIATIONS

APPROX APPROXIMATE

CY CUBIC YARD

DIA DIAMETER

DWG DRAWING

(E) EXISTING

E EAST/EASTING

EA EACH

FT FOOT / FEET

L LENGTH

LT LEFT

M METER

MAX MAXIMUM

MIN MINIMUM

MLLW MEAN LOWER LOW WATER

N NORTH/NORTHING

NAD83 NORTH AMERICAN DATUM OF 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM 1988

NO NUMBER

NTS NOT TO SCALE

PID PERMANENT IDENTIFIER

RT RIGHT

S SLOPE / SOUTH

SPECS SPECIFICATIONS

STA STATION

TYP TYPICAL

W WEST

C :\U

SE

R

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SCALE: NTS

TYPICAL DREDGING SECTIONA1

BENCHMARK PID MLLW NAVD88 NAD83(2011) SOURCE

4777 B 1995 AE5211 4.118m -28.319m OPUS 2020-03-13 4777 A 1995 AH7158 4.146m NOAA 941 4777

PROJECT DEPTH

AM

EN

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W912P724B0002

CULLINAN

RANCH

(TIDAL)

CELL 1

CELL 2

CELL 3

CELL 5

CELL 4

34 AC

63 AC

32 AC

63 AC

66 AC

HWY 37

HWY 37

ALTERNATE

STAGING AREA

DUTCHMAN

SLOUGH

PO

LE

B

AR

N

RD

STAGING AREA

SCOW OFFLOADING ZONE

EXISTING POWER CABLE

ALIGNMENT CORRIDOR

PIPELINE ALIGNMENT CORRIDOR

TO USE EXISTING CORRIDOR

SCOW OFFLOADING ZONE

SEARS POINT ROAD

EXISTING PIPELINE

ALIGNMENT CORRIDOR

N

AP

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MARE

ISLAND

SITE ACCESS FROM

WEST BOUND HWY 37

PIPE GATE PERIMETER BERM (TYP)

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8 .

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5 .

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0 .77.79 .92 .

3 .

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6 .

7 .

7 .

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.72 .75

.37 .43

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SCALE: 1" = 400'

DISPOSAL SITE PLANA1

800'0 400'

PLAN

NORTH

NOTES:

1. POLE BARN ROAD IS SURFACED WITH ROCK FROM HIGHWAY 37

THROUGH THE ALTERNATE STAGING AREA. ALL OTHER BERMS ARE

UNSURFACED.

2. ALL EQUIPMENT, MATERIALS, AND PIPE MUST BE STAGED ON THE

BERM TOPS (SHOULDER) OR SITE INTERIOR. PIPE SECTIONS MAY BE

STAGED ANYWHERE ALONG DUTCHMAN SLOUGH OR POLE BARN

ROAD. PIPE STORAGE MUST NOT PREVENT VEHICLE ACCESS. NO

STAGING OR STORAGE WILL BE ALLOWED IN THE PERIMETER MARSH.

3. SEDIMENT PIPELINE MUST BE ANCHORED ADJACENT TO THE

PERIMETER MARSH AND NOT INTERFERE WITH MARINE TRAFFIC. THE

PIPELINE MUST CROSS THE PERIMETER MARSH ONTO THE SITE AT A

LOCATION AUTHORIZED BY THE CONTRACTING OFFICER OR

DESIGNATED REPRESENTATIVE. ONCE ON SITE, THE PIPELINE MUST

BE MAINTAINED ON THE BERM TOP OR SITE INTERIOR.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE

CULLINAN RANCH RESTORATION PROJECT FOR PLACEMENT OF

DREDGED MATERIAL, INCLUDING MOBILIZATION OF EQUIPMENT, AS

NECESSARY.

5. SOUNDINGS OF DUTCHMAN SLOUGH AND NAPA RIVER ARE PER

SURVEY CONDUCTED BY USACE, SAN FRANCISCO DISTRICT ON MARCH

2024. CONTOURS OF CULLINAN RANCH ARE PER TOPOGRAPHIC AND

BATHYMETRIC SURVEY DATA COMPILED ON JULY 2023.

CULLINAN RANCH

DISPOSAL SITE

OAKLAND OUTER

HARBOR

OAKLAND INNER

HARBOR

SAN

FRANCISCO

BAY

SAN

PABLO

BAY

LEGEND:

EXISTING BERM

PLACEMENT SITE

SCOW OFFLOADING ZONE

STAGING AREA

PIPELINE ALIGNMENT CORRIDOR

AM

EN

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W912P724B0002

"General Decision Number: CA20240018 04/26/2024

Superseded General Decision Number: CA20230018

State: California

Construction Types: Building, Heavy (Heavy and Dredging) and Highway

Counties: Alameda, Calaveras, Contra Costa, Fresno, Kings, Madera, Mariposa, Merced, Monterey, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Stanislaus and Tuolumne Counties in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

If the contract is entered into on or after January 30, 2022, or the contract is renewed or extended (e.g., an option is exercised) on or after January 30, 2022:

If the contract was awarded on or between January 1, 2015 and January 29, 2022, and the contract is not renewed or extended on or after January 30, 2022:

Executive Order 14026 generally applies to the contract.

The contractor must pay all covered workers at least $17.20 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in 2024.

Executive Order 13658 generally applies to the contract.

The contractor must pay all covered workers at least $12.90 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on that contract in 2024.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker

W912P724B0002

W912P724B0002

Wage Determination 4.26.2024